Publications

The publications of the chair Steel and Composite Structures excluding the research reports are listed per year over the period 2005 until 2017.

The list includes the following types of publications:

  • PhD theses
  • Reviewed journal papers
  • Reviewed conference papers
  • Books and book chapters
2016 (not yet complete)

PhD Thesis

Es, SHJ van (2016). Inelastic local buckling of tubes for combined walls and pipe lines. PhD Thesis TUD Technische Universiteit Delft (440 pag.) Prom./coprom.: Prof.ir. FSK Bijlaard & Dr. M.H. Kolstein

Journal  Papers

Es, SHJ van, Gresnigt, AM, Vasilikis, D, Karamanos, SA (2016). Ultimate bending capacity of spiral-welded steel tubes - Part I: Experiments. Thin-Walled Structures, 102 (May), 286-304.

Jiang, X, Qiang, X, Kolstein, MH, Bijlaard, FSK, (2016). Analysis on Adhesively-bonded joints of FRP-steel composite bridge under combined loading: Arcan test study and numerical modeling. Polymers, 8 (1), 18-1-18-17. 

Jiang, X, Song, J, Qiang, X, Kolstein, MH, Bijlaard, FSK, (2016). Moisture Absorbsion/Desorption Effects on Flexural Property of Glass-Fiber-Reinforced Polyester Laminates: Three-Point Bending Test and Coupled Hygro-Mechanical Finite Element Analysis. Polymers, 8 (290), 18-1-18-18 

Jovašević, S, Correia, JAFO, Pavlović, M, Rebelo, C, De Jesus, AMP, Veljkovic, M, da Silva, LS (2016). Global fatigue life modelling of steel half-pipes bolted connectionsProcedia Engineering, vol 160, pag 278-284, Elsevier 

Matos, RP, Pinto, PL, Rebelo, CS, Gervásio, HS, Veljkovic, M (2016). Improved design of tubular wind tower foundations using steel micropilesStructure and Infrastructure Engineering, vol.12 editie 3 pag. 1038-1050, Taylor & Francis

Qiang, X, Jiang, X, Bijlaard, FSK, Kolstein, MH (2016). Mechanical properties and design recommendations of very high strength steel S960 in fire. Engineering Structures, 112 (April), 60-70.

Ribeiro, J, Santiago, A, Rigueiro, C, Barata, P, Veljkovic, M, (2016), Numerical assessment of T-stub component subjected to impact loadingEngineering Structures 106, 450-460, Elsevier

Tran, AT, Veljkovic, M, Rebelo, C, da Silva, LS (2016), Resistance of cold-formed high strength steel circular and polygonal sections - Part 1: Experimental investigationsJournal of Constructional Steel Research, volume 120, pag 245-257, Elsevier

Tran, AT, Veljkovic, M, Rebelo, C, da Silva, LS (2016). Resistance of cold-formed high strength steel circular and polygonal sections - Part 2: Numerical investigationsJournal of Constructional Steel Research, vol 125, pag 227-238, Elsevier

Heistermann, C, Pavlović, M, Veljković, M, Pak, D, Feldmann, M, Rebelo, C, Da Silva, LSS (2016). Influence of execution tolerances for friction connections in circular and polygonal towers for wind converters.  International Journal of Advanced Steel Construction 2016 (in press)

Vasilikis, D, Karamanos, SA, Es, SHJ van, Gresnigt, AM (2016). Ultimate bending capacity of spiral-welded steel tubes - Part II: Predictions. Thin-Walled Structures, 102 (May), 305-319 

Conference  Papers

Veljkovic, M, Rebelo, C, Pavlovic, M (2016), Land-based supporting structures for wind energy convertersProceedings of the XIII International Conference on Metal Structures (ICMS2016, Zielona Góra, Poland, 15-17 June 2016)

Glišović, I, Pavlović, M, Stevanović, B, Todorović, M, (2016)  Numerical modelling of glulam beams externally reinforced with CFRP plates, Proceedings of the World Conference on Timber Engineering (WCTE 2016), August 22-25, 2016, Vienna, Austria,

Pavlovic M. Resistance of bolted shear connectors in prefabricated steel-concrete composite decks (keynote contribution). Proceedings of the ASES Symposium 2016, September 15-17, 2016, Zlatibor, Serbia.

Gluhovic, N, Markovic, Z, Spremic, M, Pavlovic, M. Experimental investigation of X-HVB shear connectors in prefabricated composite decks. Proceedings of the ASES Symposium 2016, September 15-17, 2016, Zlatibor, Serbia.

Veljkovic M, Pavlovic M, Rebelo C, Da Silva LSS. Single lap friction connection in tubular sections.  Proceedings of AISC Conference Connections VIII, 24-26 May, 2016, Boston, USA.

Pavlovic M, Veljkovic M. Initial imperfections for FEA of tubular beams based on validated experiment results. The International Colloquium on Stability and Ductility of Steel Structures 30th May – 1st June, 2016, Timisoara, Romania.

Miscellaneous

Hauke, B, Kuhnhenne, M, Lawson, RM, Veljkovic, M (2016), Sustainable steel buildings: a practical guide for structures and envelopes, Chichester, UK : John Wiley & Sons

 

 

2015

PhD Thesis 

Abspoel, R (2015). Optimisation of plate girders. PhD Thesis TUD Technische Universiteit Delft (540 pag.)
Prom./coprom.: Prof.ir. FSK Bijlaard.

Journal  Papers

Akyel, A (2015). Zeer hogesterktestaal. 1. Fatigue strength of repaired fatigue damaged welded connections in very high strength steels. Bouwen met Staal, 48(246), 42-49.

Delgado Ojeda, O, Maljaars, J, Abspoel, R (2015). Fire exposed steel columns with a thermal gradient over the cross-section. Thin-Walled Structures, 98(A), 103-110.

Gil, B, Bijlaard, FSK, Bayo, E (2015). T-stub behavior under out-of-plane bending. II: Parametric study and analytical characterization. Engineering Structures, 98(September), 241-250.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2015). Experimental investigation on mechanical behavior of FRP-to-steel adhesively-bonded joint under combined loading - Part 1: Before hygrothermal aging. Composite Structures, 125 (July), 672-686.

Jiang, X, Qiang, X, Kolstein, MH, Bijlaard, FSK (2015). Experimental investigation on mechanical behaviour of FRP-to-steel adhesively-bonded joint under combined loading - Part 2: After hygrothermal ageing. Composite Structures, 125 (July), 687-697.

Qiang, X, Jiang, X, Bijlaard, FSK, Kolstein, MH, Luo, Y (2015). Post-fire behaviour of high strength steel endplate connections - Part 1: Experimental study. Journal of Constructional Steel Research, 108 (May), 82-93.

Qiang, X, Jiang, X, Bijlaard, FSK, Kolstein, MH, Luo, Y) (2015). Post-fire behaviour of high strength steel endplate connections - Part 2: Numerical study. Journal of Constructional Steel Research, 108 (May), 94-102.

Sadowski, AJ, Es, SHJ van, Reinke, T, Rotter, JM, Gresnigt, AM, Ummenhofer, T (2015). Harmonic analysis of measured initial geometric imperfections in large spiral welded carbon steel tubes. Engineering Structures, 85 (February), 234-248.

Conference  Papers

Abspoel, R (2015). Experiments on plate girders with a very slender web. In M Heinisuo & J Makinen (Eds.), Proceedings of the Nordic steel construction conference 2015, NSCC-2015 (pp. 1-10). Tampere: Tampere University of Technology.

Stranghoner, N, Afzali, N, Berg, J, Schiborr, M, Bijlaard, FSK, Gresnigt, AM, Vries, PA de, Glienke, R, Ebert, A (2015). Influence of different testing criteria on the slip factor of slip-resistant connections. In M Heinisuo & J Makinen (Eds.), Proceedings of the 13th Nordic steel construction conference 2015, NSCC-2015 (pp. 1-10). Tampere: Tampere University of Technology.

Miscellaneous

Veljkovic, M, et all, (2015) High steel tubular towers for wind turbines (HISTWIN2), European Commission Research Fund for Coal and Steel, Directorate-General for Research and Innovation, EUR 27226 EN

2014

Journal  Papers

Abspoel, R, Bijlaard, FSK (2014). Optimization of plate girders. Steel Construction - Design and Research, 7 (2), 116-125.

Gresnigt, AM, Karamanos, SA (extern) (2014). Response of steel tubes under concentrated lateral loads. Steel Construction - Design and Research, 7(2), 133-140.

Jiang, X, Kolstein, MH, Bijlaard, FSK, Qiang, X (2014). Effects of hygrothermal aging on glass-fibre reinforced polymer laminates and adhesive of FRP composite bridge: Moisture diffusion characteristics. Composites Part A: Applied Science and Manufacturing, 57 (February), 49-58.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2014). Experimental and numerical study on mechanical behavior of an adhesively-bonded joint of FRP-steel composite bridge under shear loading. Composite Structures, 108 (February), 387-399.

Qiang, X, Bijlaard, FSK, Kolstein, MH, Jiang, X (2014). Behaviour of beam-to-column high strength steel endplate connections under fire conditions - Part 1: Experimental study. Engineering Structures, 64(April), 23-38.

Qiang, X, Bijlaard, FSK, Kolstein, MH, Jiang, X (2014). Behaviour of beam-to-column high strength steel endplate connections under fire conditions - Part 2: Numerical study. Engineering Structures, 64 (April), 39-51.

Shen, W, Choo, SW, Wardenier, J, Packer, JA,  Vegte, GJ van der (2014). Static Strength of Axially Loaded Elliptical Hollow Section X Joints with Braces Welded to Wide Sides of Chord. II: Parametric Study and Strength Equations. Journal of Structural Engineering, 140(1), 1-13.

Vegte, GJ van der, Wardenier, J (2014). Evaluation of the recent IIW (2012) and ISO (2013) strength equations for axially loaded CHS K gap joints. Steel Construction - Design and Research, 7 (2), 97-106.

Wardenier, J, Choo, JS, Packer, JA, Vegte, GJ van der, Shen, W (2014). Design recommendations for axially loaded elliptical hollow section X and T joints. Steel Construction - Design and Research, 7 (2), 89-96.

Conference  Papers

Abspoel, R (2014). The maximum bending moment resistance of plate girders. In R Landolfo & FM Mazzolani (Eds.), Proceedings of the 7th European conference on steel and composite structures (pp. 1-6). Brussels: ECCS.

Es, SHJ van, Gresnigt, AM, Kolstein, MH, Bijlaard, FSK (2014). Strain based design of spirally welded pipes, local buckling in 4-point bending. In JS Chung, F Vorpahl, S-W Hong, SY Hong, T Kokkinis & AW Wang (Eds.), Proceedings of the International Offshore and Polar Engineering Conference (pp. 520-528). Cupertino: ISOPE.

Gresnigt, AM (2014). Design rules for fillet welds in Eurocode 3 and AISC. In R Landolfo & FM Mazzolani (Eds.), Proceedings of the 7th European conference on steel and composite structures (pp. 1-8). Brussels: ECCS.

Vasilikis, D, Karamanos, SA, Es, SHJ van, Gresnigt, AM (2014). Bending deformation capacity of large-diameter spiral-welded tubes. In s.n. (Ed.), Proceedings of the 2014 10th international pipeline conference, IPC2014 (pp. 1-13). New York: ASME.

Book

Stark, JWB, Wardenier, J (2014). Knopen: Berekeningen van  geboute en gelaste verbindingen in raamwerken en in buisconstructies volgens Eurocode 3. Zoetermeer: Bouwen met Staal.

2013

PhD Thesis

Jiang, X (2013). Mechanical behaviour and durability of FRP-to-steel adhesively-bonded joints. TUD Technische Universiteit Delft (193 pag.) (Ridderkerk: Ridderprint). Prom./coprom.: Prof.ir. FSK Bijlaard & Dr. MH Kolstein.

Qiang, X (2013). Behaviour of high strength steel endplate connections in fire and after fire. TUD Technische Universiteit Delft (259 pag.) (Delft: Delft academic press). Prom./coprom.: Prof.ir. FSK Bijlaard & Dr. MH Kolstein.

Journal  Papers

Girao Coelho, AM, Simao, PD, Wadee, MA (2013). Imperfection sensitivity of column instability revisited. Journal of Constructional Steel Research, 90(november), 265-282.

Girao Coelho, AM, (2013). Rotation capacity of partial strength steel joints with three-dimensional finite element approach. Computers & Structures, 116(January), 88-97.

Jiang, X, Kolstein, MH, Bijlaard, FSK, (2013). Moisture diffusion in glass-fiber-reinforced polymer composite bridge under hot/wet environment. Composites Part B: Engineering, 45(1), 407-416.

Jiang, X, Kolstein, MH, Bijlaard, FSK. (2013). Study on mechanical behaviors of FRP-to-steel adhesively-bonded joint under tensile loading. Composite Structures, 98(April), 192-201.

Puthli, R, Wardenier, J, Lipp, A, Ummenhofer, T (2013). Thin-walled structural hollow section joints. Steel Construction - Design and Research, 6(1), 34-38.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK (2013). Fatigue behavior of bonded and sandwich systems for strengthening orthotropic bridge decks. Composite Structures, 97(March), 117-128.

Teixeira De Freitas, S, Kolstein, MH,  Bijlaard, FSK (2013). Lightweight reinforcement systems for fatigue-cracked orthotropic bridge decks. Structural Engineering International, 23(4), 458-467.

Qiang, X, Bijlaard, FSK, Kolstein, MH, Twilt, L. (2013). Numerical analysis of high strength steel endplate connections at ambient and elevated temperatures. Journal of Structural Fire Engineering, 4(3), 143-152.

Qiang, X, Bijlaard, FSK, Kolstein, MH. (2013). Post-fire performance of very high strength steel S960. Journal of Constructional Steel Research, 80(January), 235-242.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2013). Elevated-temperature mechanical properties of high strength structural steel S460N: Experimental study and recommendations for fire-resistance design. Fire Safety Journal, 55(January), 15-21.

Qiang, X, Bijlaard, FSK, Kolstein, MH, Xia, R (extern) (2013). Experimental study on high strength structural steel S460 in fire and after cooling down. The IES Journal Part A: Civil & Structural Engineering (online), 6(2), 104-111.

Shen, W, Choo, YS, Wardenier, J, Packer, JA, Vegte, GJ van der (2013). Static strength of axially loaded EHS X-joints with braces welded to the narrow sides of the chord. Journal of Constructional Steel Research, 88(september), 181-190.

Varelis, GE, Karamanos, SA, Gresnigt, AM (2013). Pipe elbows under strong cyclic loading. Journal of Pressure Vessel Technology, 135(1), 1-9.

Conference  Papers

Es, SHJ van, Bijlaard, FSK (2013). Local buckling behavior of spiral welded tubes. In D Palin, A Slobbe, S Nahar, S van Es, A Schmets, C Zhang, Y Zhang, HC Demirel, A Blagojevic & F Bijleveld (Eds.), Structural synergy: PhD conference on structural engineering (pp. 99-100). Delft: Delft University of Technology.

Es, SHJ van, Kolstein, MH, Pijpers, RJM, Bijlaard, FSK (2013). TIG-dressing of high strength steel butt welded connections - Part 1: Weld toe geometry and local hardness. In M Afzali & F Lefebvre (Eds.), Fatigue design 2013, 5th international conference on fatigue design, Vol. 66. Procedia Engineering (pp. 216-225). Amsterdam: Elsevier.

Es, SHJ van, Kolstein, MH, Pijpers, RJM, Bijlaard, FSK (2013). TIG-dressing of high strength steel butt welded connections - Part 2: Physical testing and modelling. In M Afzali & F Lefebvre (Eds.), Fatigue design 2013, 5th international conference on fatigue design, Vol. 66. Procedia Engineering (pp. 126-137). Amsterdam: Elsevier. 

Es, SHJ van, Gresnigt, AM, Kolstein, MH, Bijlaard, FSK. (2013). Local buckling of spirally welded tubes - Analysis of imperfections and physical testing. In s.n. (Ed.), Proceedings of the 23rd international offshore and polar engineering conference ISOPE (pp. 248-259). Cupertino: ISOPE.

Gresnigt, AM, Es, SHJ van, (2013). Stability of spiral welded tubes in Quay Walls. In RJY Liew & SC Lee (Eds.), Proceedings of the 10th pacific structural steel conference (PSSC 2013) (pp. 200-205). s.l.: Research Publishing Services.

Gresnigt, AM, Beg, D (2013). Design bearing stresses for injection bolts with short and long duration high loads. In s.n. (Ed.), International conference on structural engineering, mechanics and computation (pp. 1317-1322). s.l.: Taylor and Francis.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2013). Mechanical behaviour of adhesive joint under tensile and shear loading. In s.n. (Ed.), Proceedings of the IABSE conference Rotterdam 2013: Assessment, Upgrading and re (pp. 1-8). Zürich: International Association for Bridge and Structural Engineering (IABSE).

Paolacci, F, Bursi, OS, Reza, S, Gresnigt, AM (2013). Main issues on the seismic design of industrial piping systems and components. In s.n. (Ed.), Proceedings of the ASME 2013 pressure vessels and piping conference PVP2013 p. 1-10). s.l.: ASME.

Pappa, P, Varelis, GE, Karamanos, SA, Gresnigt, AM (2013). Low cycle fatique tests and simulations on steel elbows. In s.n. (Ed.), Proceedings of the ASME 2013 pressure vessels and piping conference PVP2013 (pp. 1-10). s.l.: ASME.

2012

PhD Thesis  

Teixeira De Freitas, S (2012). Steel plate reinforcement of orthotropic bridge decks. TUD Technische Universiteit Delft (252 pag.) (s.l.: s.n.). Prom./coprom.: Prof.ir. FSK Bijlaard & Dr. MH Kolstein.

Journal  Papers 

Girao Coelho, AM, Simao, PD, Bijlaard, FSK (2012). Guidance for the design of spliced columns. Journal of Structural Engineering, 138(9), 1079-1088.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2012). Moisture diffusion and hygrothermal aging in pultruded fibre reinforced polymer composites of bridge decks. Materials and Design, 37(May), 304-312.

Maljaars, J, Steenbergen, R, Abspoel, L, Kolstein, MH (2012). Safety assessment of existing highway bridges and viaducts. Structural Engineering International, 22(1), 112-120.

Maljaars, J, Dooren, F van, Kolstein, MH (2012). Fatigue assessment for deck plates in orthotropic bridge decks. Steel Construction - Design and Research, 5(2), 93-100.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2012). Dependence of mechanical properties of high strength steel S690 on elevated temperatures. Construction and Building Materials, 30(May), 73-79.

Qiang, X, Bijlaard, FSK, Kolstein, MH, (2012). Post-fire mechanical properties of high strength structural steels S460 and S690. Engineering Structures, 35(February), 1-10.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2012). Deterioration of mechanical properties of high strength structural steel S460N under steady state fire condition. Materials and Design, 36(April), 438-442.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2012). Deterioration of mechanical properties of high strength structural steel S460N under transient state fire condition. Materials and Design, 40(September), 521-527.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2012). Numerical prediction of combining HSS with mild steel in endplate connections at ambient and elevated temperatures. Advanced Science Letters, 10(1), 72-79.

Shi, G, Ban, H, Bijlaard, FSK (2012). Tests and numerical study of ultra-high strength steel columns with end restraints. Journal of Constructional Steel Research, 70, 236-247.

Simao, PD, Girao Coelho, AM, Bijlaard, FSK (2012). Influence of splices on the buckling of columns. International Journal of Non-Linear Mechanics, 47(7), 806-822.

Simao, PD, Girao Coelho, AM, Bijlaard, FSK (2012). Stability design of crane columns in mill buildings. Engineering Structures, 42, 51-82.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK (2012). Structural monitoring of a strengthened orthotropic steel bridge deck using strain data. Structural Health Monitoring: an international journal, 11(5), 558-576.

Conference  Papers

Girao Coelho, AM, Simao, PD, Bijlaard, FSK (2012). Practical design of stepped columns. In s.n. (Ed.), Nordic steel construction conference (pp. 1-12). Oslo: Norwegian Steel Association.

Girao Coelho, AM, Bijlaard, FSK (2012). Finite element evaluation of the rotation capacity of partial strength steel joints. In D Dubina & D Grecea (Eds.), International workshop on connections in steel structures (pp. 101-110). Timisoara: University of Timisoara.

Gresnigt, AM, Bijlaard, FSK. Beg, D (2012). Injection bolts in steel structures with short duration high loads. In D Dubina & D Grecea (Eds.), International workshop on connections in steel structures (pp. 423-436). Timisoara: University of Timisoara.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2012). Experimental investigation on FRP to steel adhesively-bonded joint under tensile loading. In Y Bai, S Bandyopadhyay, XL Zhao, R Singh & S Rizkalla (Eds.), Proceedings of the 6th international composites conference (ACUN-6): Composite & nanocomposites in civil, offshore and mining infrastructure (pp. 161-167). Clayton, Australia: Acun6.

Kolstein, MH (2012). Renovation techniques for fatigue cracked orthotropic steel bridge decks. In JG Teng, JG Dai, SS Law, Y Xia & SY Zhu (Eds.), International conference on performance-based and life-cycle structural engineering (pp. 1268-1277). Hong Kong, China: The Hong Kong Polytechnic University.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2012). Material behavior of high strength steel S690 in fire and after fire. In M Fontana, A Frangi & M Knobloch (Eds.), Structures in fire sif 2012: Proceedings of the 7th international conference on structures in fire (pp. 85-94). Zurich: ETH Zurich.

Simao, PD, Girao Coelho, AM, Bijlaard, FSK (2012). Recent advances on the design of stepped columns. In s.n. (Ed.), National conference on symbolic computation in education and research (pp. 1-11). s.l.: s.n..

Vries, PA de, Bijlaard, FSK, Gresnigt, AM (2012). Bearing strength of bolts in plates with non-rectangular endings. In D Dubina & D Grecea (Eds.), International workshop on connections in steel structures (pp. 437-448). Timisoara: University of Timisoara.

2011

PhD Thesis

Hilberink, A. (2011). Mechanical behaviour of lined pipe. TUD Technische Universiteit Delft (234 pag.) (Delft: TU Delft). Prom./coprom.: Prof.ir. FSK Bijlaard & Prof.dr.ir. LJ Sluys.

Pijpers, RJM (2011). Fatigue strength of welded connections made of very high strength cast and rolled steels. TUD Technische Universiteit Delft (270 pag.) (Delft: TU Delft). Prom./coprom.: Prof.ir. FSK Bijlaard & Dr. MH Kolstein.

Journal  Papers

Focke, ES, Gresnigt, AM, Hilberink, A. (2011). Local buckling of tight fit liner pipe. Journal of Pressure Vessel Technology, 133(2), 1-10.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK (2011). Sandwich system for renovation of orthotropic steel bridge decks. Journal of Sandwich Structures & Materials, 13(3), 279-301.

Wardenier, J, Puthli, RS (2011). Korrekturvorschlage fur die DIN EN 1993-1-8 zum Thema Hohlprofilanschlusse. Stahlbau, 80(7), 470-482. 

Conference  Papers

Dijkstra, GJ, Francis, B, Heden, H van der, Gresnigt, AM (2011). Industrial steel pipe systems under seismic loading: a comparison of European and American design codes. In s.n. (Ed.), Compdyn 2011; 3rd international thematic conference (pp. 1-22). Athens, Greece: National technical University of Athens.

Girao Coelho, AM (CiTG-StrE-SBE Structural and Building Engineering) & Bijlaard, FSK (CiTG-StrE-SBE Structural and Building Engineering) (2011). Requirements for column cap connections used in plastically designed continuous steel beams. Technical notes 6-11-1. Delft: Faculteit CiTG TU Delft.

Girao Coelho, AM (CiTG-StrE-SBE Structural and Building Engineering) & Bijlaard, FSK (CiTG-StrE-SBE Structural and Building Engineering) (2011). Structural performance of braced frames with practical simple steelwork connections. Technical notes 6-11-2. Delft: Faculteit CiTG TU Delft.

Gresnigt, AM, Jo, CH, Karamanos, SA) (2011). Local buckling of tubular sections in structural applications. In CK Choi (Ed.), Proceedings of the 2011 World congress on advances in structural engineering and mechanics (ASEM'11plus) (pp. 1948-1967). Daejeon, Korea: Techno-Press.

Hilberink, A., Gresnigt, AM, Sluys, LJ (2011). A finite element method approach on liner wrinkling of lined pipe during bending. In s.n. (Ed.), Proceedings of the twenty-first (2011) international offshore and polar engineering conference (pp. 155-164). Cupertino, CA, USA: ISOPE.

Hilberink, A., Gresnigt, AM, Sluys, LJ (2011). Mechanical behaviour of lined pipe during bending, numerical and experimental results compared. In s.n. (Ed.), Proceedings of the ASME 2011 30th international conference on ocean, offshore and arctic engineering OMAE2011 (pp. 1-11). New York, USA: ASME.

Hilberink, A., Gresnigt, AM, Sluys, LJ (2011). A finite element method approach to liner wrinkling of lined pipe. In D Dubina & V Ungureanu (Eds.), Proceedings of the 6th international conference on thin walled structures; recent research advances and trends (pp. 937-944). Brussels, Belgium: ECCS.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2011). Study on moisture fickian diffusion process of a pultruded frp composite material under hot/wet environment. In B Benmokrane, E El-Salakawy & E Ahmed (Eds.), Durability and sustainability of fiber reinforced polymer (FRP) composites for construction and rehabilitation; proceedings of the fourth international conference (CDCC-11) (pp. 555-562). Sherbrooke, Canada: Universite de Sherbrooke.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2011). Elevated temperature effect on elastic modulus of high strength steel S690. In Ch Leung & KT Wan (Eds.), Advances in construction materials through science and engineering; proceedings of the international RILEM congress (pp. 1-7). Bagneux, France: RILEM Publications.

Qiang, X, Bijlaard, FSK, Kolstein, MH, Twilt, L (2011). Numerical analysis of HSS endplate connections at ambient and elevated temperatuares. In F Wald, K Horova & J Jirku (Eds.), Applications of structural fire engineering; proceedings of international conference Prague 2011 (pp. 206-212). Prague, Czech Republic: Czech technical university.

Simao, PD, Girao Coelho, AM (2011). Buckling of spliced columns in steel frames. In L Dunai, M Ivanyi, K Jarmai, N Kovacs & LG Vigh (Eds.), Eurosteel 2011; 6th European conference on steel and composite structures (pp. 1713-1718). Brussels, Belgium: European convention for contructional steelwork ECCS.

2010

Journal  Papers

Gang, Shi, Yongjiu, Shi, Yuanqing, Wang, Bijlaard, FSK (2010). Monotonic loading tests on semi-rigid end-plate connections with welded I-shaped columns and beams. Advances in Structural Engineering: an international journal, 13(2), 215-229.

Girao Coelho, AM, Bijlaard, FSK (2010). Behaviour of high strength steel moment joints. Heron, 55(1), 1-32.

Girao Coelho, AM, Bijlaard, FSK (2010). Finite element evaluation of the strength behaviour of high-strength steel column web in transverse compression. Steel & Composite Structures: an international journal, 10(5), 385-414.

Girao Coelho, AM, Bijlaard, FSK (2010). High strength steel in buildings and civil engineering structures: design of connections. Advances in Structural Engineering: an international journal, 13(3), 413-429.

Girao Coelho, AM, Simao, PD, Bijlaard, FSK (2010). Stability design criteria for steel column splices. Journal of Constructional Steel Research, 66(10), 1261-1277.

Romeijn, A,  Klap, CQ (2010). Dynamic simulation of the Maglev vehicle/guideway system. Journal of Bridge Engineering, 15(3), 269-278.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK (2010). Composite bonded systems for renovations of orthotropic steel bridge decks. Composite Structures, 92, 853-862.

Vegte, GJ van der, Makino, Y (2010). Further research on chord length and boundary conditions of CHS T- and X-joints. Advanced Steel Construction, 6(3), 879-890.

Conference  Papers

Bijlaard, FSK (2010). The use of Eurocode 3 "Design of steel structures"in the design and verification of joints. In A Zingoni (Ed.), Advances and trends in structural engineering, mechanics and computation (pp. 31-38). Leiden, the Netherlands: CRC Press/Balkema.

Bijlaard, FSK (2010). The use of Eurocode 3 in the design of steel structures and developments towards the application of high performance steel. In B Uy, Z Tao, F Mashiri, X Zhu, O Mirza & E Loon Tan (Eds.), Steel & composite structures; proceedings of the 4th international conference (pp. 1-12). Sydney, Australia: University of Western Sydney.

Fleischer, O, Puthli, RS, Wardenier, J (2010). Evaluation of numerical investigations on static behaviour of slender RHS K-gap joints. In B Young (Ed.), Tubular structures XIII; proceedings of the 13th international symposium on tubular structures (pp. 75-83). Leiden, the Netherlands: CRC Press/Balkema.

Gang, Shi, Bijlaard, FSK, Huiyong, Ban (2010). Experimental study on the overall buckling behavior of ultra-high strength steel compression members with end restraints. In s.n. (Ed.), Proceedings of the ninth Pacific structural steel conference 2010 (pp. 1011-1016). Beijing, China: China architecture and building press.

Girao Coelho, AM, Bijlaard, FSK (2010). Extension of EN 1993-1-8 joint design rules to high strength steel grades. In B Uy, Z Tao, F Mashiri, X Zhu, O Mirza & E Loon Tan (Eds.), Steel & composite structures; proceedings of the 4th international conference (pp. 426-431). Sydney, Australia: University of Western Sydney.

Girao Coelho, AM, Bijlaard, FSK, Simao, PD (extern) (2010). Stability design criteria for steel column splices in non-sway frames. In A Zingoni (Ed.), Advances and trends in structural engineering, mechanics and computation (pp. 647-650). Leiden, the Netherlands: CRC Press/Balkema.

Gresnigt, AM, Willemse, CA, Karamanos, SA (2010). Local buckling limits of tubular sections in bending and compression. In B Young (Ed.), Tubular structures XIII; proceedings of the 13th international symposium on tubular structures (pp. 213-221). Leiden, the Netherlands: CRC Press/Balkema.

Hilberink, A, Gresnigt, AM, Sluys, LJ (2010). A finite element method approach on liner wrinkling of snug fit lined pipe. In s.n. (Ed.), Proceedings of the twentieth (2010) international offshore and polar engineering conference (pp. 41-53). Cupertino, USA: ISOPE.

Hilberink, A, Gresnigt, AM, Sluys, LJ (CiTG-StrE-SM Structural Mechanics) (2010). Liner wrinkling of lined pipe under compression, a numberical and experimental investigation. In s.n. (Ed.), Proceedings of the ASME 2010 International conference on ocean, offshore and arctic engineering OMAE2010-20285 (4) (pp. 1-10). Shanghai: ASME.

Huiyong, Ban, Gang, Shi, Bijlaard, FSK, Yongjiu, Shi, Yuanqing, Wang (2010). Numerical study on the overall buckling behavior of ultra-high strength steel compression members with end restraints. In s.n. (Ed.), Proceedings of the ninth Pacific structural steel conference 2010 (pp. 1024-1028). Beijing, China: China architecture and building press.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2010). Coupled hygro-mechanical stress analysis on adhesive material under hot/wet environments. In A Zingoni (Ed.), Advances and trends in structural engineering, mechanics and computation (pp. 301-304). Leiden, the Netherlands: CRC Press/Balkema.

Jiang, X, Kolstein, MH, Bijlaard, FSK (2010). Moisture diffusion FRP adhesively-bonded joints under hot/wet environments. In Ye Lieping, Feng Peng & Yue Qingrui (Eds.), CICE2010 - the 5th international conference on FRP composites in civil engineering (pp. 360-363). s.l.: Tsinghua university press.

Pijpers, RJM, Kolstein, MH (2010). Fatigue strength of truss girders made of very high strength steel. In B Young (Ed.), Tubular structures XIII; proceedings of the 13th international symposium on tubular structures (pp. 499-505). Leiden, the Netherlands: CRC Press/Balkema.

Qiang, X, Bijlaard, FSK, Kolstein, MH (2010). Modelling of HSS endplate connections: achievements and perspectives. In A Zingoni (Ed.), Advances and trends in structural engineering, mechanics and computation (pp. 651-654). Leiden, the Netherlands: CRC Press/Balkema.

Qiang, X, Bijlaard, FSK, Kolstein, MH, Twilt, L (2010). Numerical modelling of HSS endplate connections at elevated temperatures. In V Kodur & J-M Franssen (Eds.), Structures in fire; proceedings of the sixth international conference (pp. 671-678). Lancaster, PA, USA: DEStech Publications.

Simao, PD, Girao Coelho, AM, Bijlaard, FSK (2010). Influence of splices on the stability behaviour of columns and frames. In E Batista, P Vellasco & L de Lima (Eds.), Proceedings of SDSS'Rio 2010; international colloquium "Stability and ductility of steel structures (pp. 619-626). Rio de Janeiro, Brazil: Federal university of Rio de Janeiro/State University of Rio de Janeiro.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK (2010). Sandwich system for renovation of orthotropic steel bridge decks. In E Ravichandran (Ed.), Proceedings of the 9th international conference on sandwich structures (ICSS 9) (pp. 1-10). Pasadena, USA: California Insitute of  Technology.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK (2010). Sandwich and bonded systems in renovations of orthotropic steel bridges. In s.n. (Ed.), Proceedings 15th international conference on composite structures (pp. 1-2). Porto, Portugal: Faculdade de Engenharia da Universidade do Porto.

Vegte, GJ van der, Wardenier, J, Qian, XD, Choo, YS (2010). Re-evaluation of the moment capacity of CHS joints. Institution of Civil Engineers. Proceedings. Structures and Buildings, 163(6), 439-448.

Vegte, GJ van der, Wardenier, J, Puthli, RS (2010). FE analysis for welded hollow-section joints and bolted joints. Institution of Civil Engineers. Proceedings. Structures and Buildings, 163(6), 427-437.

Wardenier, J, Vegte, GJ van der, Packer, JA, Zhao, X-L (2010). Background of the new RHS joints strength equations in the IIW (2009) recommendatiaons. In B Young (Ed.), Tubular structures XIII; proceedings of the 13th international symposium on tubular structures (pp. 403-411). Leiden, the Netherlands: CRC Press/Balkema.

Zhao, X-L, Wardenier, J, Packer, JA, Vegte, GJ van der (2010). Current static design guidance for hollow-section joints. Institution of Civil Engineers. Proceedings. Structures and Buildings, 163(6), 361-373.

2009

Journal  Papers

Bijlaard, FSK, Girao Coelho, AM, Magalhaes, VJDA (2009). Innovative joints in steel construction. Steel Construction - Design and Research, 2(december), 243-247.

Bijlaard, FSK, Feldmann, M, Naumes, J, Sedlacek, G (2009). The "general method" for assessing the out-of-plane stability of structural members and frames and the comparison with alternative rules in EN 1993 - Eurocode 3 - Part 1-1. Steel Construction - Design and Research, 3(1), 19-33.

Boeters, T, Braam, CR, Kolstein, MH, Romeijn, A (2009). Concrete overlay of movable steel orthotropic bridge decks. Steel Construction - Design and Research, 2(6), 104-108.

Girao Coelho, AM, Bijlaard, FSK, Kolstein, MH (2009). Experimental behaviour of high-strength steel web shear panels. Engineering Structures, 31(7), 1535-1542.

Hoogenboom, PCJ, Vries, PA de, Houtman, R (2009). Requirements for cutting patterns of smooth membrane structures.  Journal of the International Association for Shell and Spatial Structures, 50(1), 23-32.

Pijpers, RJM, Kolstein, MH, Romeijn, A, Bijlaard, FSK (2009). Fatigue experiments on very high strength steel base material and transverse butt welds. Advanced Steel Construction, 5(1), 14-32.

Romeijn, A, Sarkhosh, R, Hoop, H de (2009). Basic parametric study on corrugated web girders with cut outs. Journal of Constructional Steel Research, 65, 395-407.

Romeijn, A, Sarkhosh, R, Goolen, D van (2009). Parametric study on static behaviour of self-anchored suspension bridges. International Journal of Steel Structures, 8, 91-108.

Wardenier, J, Vegte, GJ van der, Makino, Y (2009). Joints between plates or I sections and a circular hollow section chord. International Journal of Offshore and Polar Engineering, 19(3), 232-239.

Conference  Papers

Bijlaard, FSK, Feldmann, M, Naumes, J,  Sedlacek, G (2009). The "general method" for assessing the out-of-plane stability of structural members and frames and comparison with alternative rules in EN 1993 - Eurocode 3 - part 1-1. In SL Chan (Ed.), Proceedings of the sixth international conference on advances in steel structures 2009 (pp. 1167-1185). Hong Kong: The Hong Kong Institute of steel construction.

Focke, ES, Gresnigt, AM (2009). Local buckling of tight fit liner pipe. In s.n. (Ed.), Proceedings of the ASME 2009 pressure vessels and piping division conference PVP 2009 (pp. 1-9). New York, USA: ASME.

Gresnigt, AM, Karamanos, SA (2009). Local buckling strength and deformation capacity of pipes. In JS Chung, S Prinsenberg, S Won Hong & S Nagata (Eds.), Proceedings of the nineteenth (2009) international offshore and polar engineering conference (pp. 212-224). Mountain View, CA, USA: ISOPE.

Kolstein, MH (2009). Fatigue classification of welded joints in orthotropic steel bridge decks. In SL Chan (Ed.), Proceedings of the sixth international conference on advances in steel structures 2009 (pp. 1196-1207). Hong Kong: The Hong Kong Institute of steel construction.

Kolstein, MH (2009). Fatigue classification of welded joints in orthotropic steel bridge decks. In s.n. (Ed.), Proceedings of the second international conference on fatigue and fracture in the infrastructure; bridges and structures of the 21st century (pp. 1-12). Bethlehem PA, USA: Lehigh university.

Kolstein, MH (2009). Fatigue classification of welded joints in orthotropic steel bridge decks. In s.n. (Ed.), Proceedings Fatigue design 2009 (pp. 1-9). Senlis, France: Cetim.

Pijpers, RJM, Kolstein, MH, Romeijn, A, Bijlaard, FSK (2009). Fatigue experiments on hybrid welded connections made of very high strength steels. In s.n. (Ed.), Proceedings of the second international conference on fatigue and fracture in the infrastructure; bridges and structures of the 21st century (pp. 1-10). Bethlehem PA, USA: Lehigh University.

Pijpers, RJM, Kolstein, MH, Romeijn, A, Bijlaard, FSK (2009). Fatigue strength of hybrid VHSS-cast steel welded plates. In s.n. (Ed.), Proceedings Nordic steel construction conference 2009 (pp. 478-485). Stockholm, Sweden: Swedish Institute of Steel Construction SBI.

Teixeira De Freitas, S, Kolstein, MH, Bijlaard, FSK, Souren, W.H.M. (2009). Orthotropic deck renovation of the movable bridge Scharsterrijn. In s.n. (Ed.), Proceedings Nordic steel construction conference 2009 (pp. 105-111). Stockholm, Sweden: Swedish Institute of Steel Construction SBI.

Books

Packer, JA, Wardenier, J, Zhao, X-L, Vegte, GJ van der, Kurobane, Y (2009). Design guide for rectangular hollow section (RHS) joints under predominantly static loading (2nd ed) (Construction with hollow steel sections, 3). Geneva, Switzerland: CIDECT.

2008

PhD Thesis

Leendertz, JH (2008). Fatigue behaviour of closed stiffener to crossbeam connections in orthotropic steel bridge decks. TUD Technische Universiteit Delft (291 pag.). Prom.: Prof.ir. FSK Bijlaard.

Journal  Papers

Bijlaard, FSK (2008). Joint design for economy and verification based on Eurocode 3. In R Bjorhovde, FSK Bijlaard & LF Geschwindner (Eds.), Connections in steel structures VI; proceedings of the 6th international workshop on connections in steel structures (pp. 7-17). Chicago, USA: American Institute of Steel Construction.

Boeters, AG, Braam, CR, Kolstein, MH & Romeijn, A (2008). Dynamische belasting op overlagingen voor beweegbare stalen brugdekken. Cement: vakblad voor de betonwereld, 60(5), 76-80.

Girao Coelho, AM, Bijlaard, FSK, Kolstein, MH (2008). Deformation considerations for high strength steel panel zones. In R Bjorhovde, FSK Bijlaard & LF Geschwindner (Eds.), Connections in steel structures VI; proceedings of the 6th international workshop on connections in steel structures (pp. 155-164). Chicago, USA: American Institute of Steel Construction.

Gresnigt, AM (2008). Stiffness of lap joints with preloaded bolts. In R Bjorhovde, FSK Bijlaard & LF Geschwindner (Eds.), Connections in steel structures VI; proceedings of the 6th international workshop on connections in steel structures (pp. 75-92). Chicago, USA: American Institute of Steel Construction.

Romeijn, A & Bouras, C (extern) (2008). Investigation of the arch in-plane buckling behaviour in arch bridges. Journal of Constructional Steel Research, 64(12), 1349-1356.

Romeijn, A, Sarkhosh, R & Goolen, D van (2008). Parametric study on static behaviour of self-anchored suspension bridges. International Journal of Steel Structures, 91-108.

Vegte, GJ van der, Wardenier, J & Makino, Y (2007). Effect of chord load on ultimate strength of CHS X-joints. International Journal of Offshore and Polar Engineering, 17(4), 301-308.

Conference  Papers

Abspoel, R (2008). The maximum web slenderness of plate girders; state of the art and laboratory tests. In R Ofner, D Beg, J Fink, R Greiner & H Unterweger (Eds.), Eurosteel 2008; 5th European conference on steel and composite structures (pp. 1185-1190). Brussels, Belgium: European Convention for Constructional Steelwork ECCS.

Bijlaard, FSK, Sedlacek, G, Mueller, C (2008). Eurocode 3 Part 1-10: choice of material to avoid brittle fracture. In SP Chiew (Ed.), Proceedings of the international symposium Fatigue and fracture of steel structures (pp. 56-66). Singapore: Nanyang Technological University.

Bijlaard, FSK (2008). Eurocode 3: design of steel structures "ready for practice". In SP Chiew (Ed.), Proceedings of the international symposium Fatigue and fracture of steel structures (pp. 1-16). Singapore: Nanyang Technological University.

Bijlaard, FSK (2008). Eurocode 3: Design of steel structures - part 1-9: fatigue. In SP Chiew (Ed.), Proceedings of the international symposium Fatigue and fracture of steel structures (pp. 20-31). Singapore: Nanyang Technological University.

Bijlaard, FSK (2008). National annexes of Eurocode 3: design of steel structures. In SP Chiew (Ed.), Proceedings of the international symposium Fatigue and fracture of steel structures (pp. 17-20). Singapore: Nanyang Technological University.

Bijlaard, FSK (2008). Eurocode 3: design of steel structures; present status and further developments. In R Ofner, D Beg, J Fink, R Greiner & H Unterweger (Eds.), Eurosteel 2008; 5th European conference on steel and composite structures (pp. 11-22). Brussels, Belgium: European Convention for Constructional Steelwork ECCS.

Braam, CR, Kolstein, MH, Romeijn, A & Buitelaar, P (extern) (2008). Concrete overlays to improve the fatigue life of movable orthotropic steel bridges. In s.n. (Ed.), 2008 International orthotropic bridge conference (pp. A-45-A-45). Sacramento, USA: American Society of Civil Engineers ASCE.

Choo, YS, Qian, X, Vegte, GJ van der & Wardenier, J (2008). Evaluation of the new IIW CHS strength formulae for thick-walled joints. In ZY Shen, YY Chen & XZ Zhao (Eds.), Tubular structures XII (pp. 271-279). Leiden, the Netherlands: CRC Press/Balkema.

Girao Coelho, AM & Bijlaard, FSK (2008). High strength steel in buildings and civil engineering structures. In B Young (Ed.), Proceedings of the second international symposium on innovative design of steel structures (pp. 15-41). Hong Kong: The University of Hong Kong.

Girao Coelho, AM & Bijlaard, FSK (2008). High strength steel in buildings and civil engineering structures. In SP Chiew (Ed.), Proceedings of the regency steel Asia international symposium on innovations in structural steel (pp. 9-37). Singapore: Nanyang Technological University.

Girao Coelho, AM, Bijlaard, FSK & Kolstein, MH (2008). Numerical modelling of high strength steel column web shear panel behaviour. In R Ofner, D Beg, J Fink, R Greiner & H Unterweger (Eds.), Eurosteel 2008; 5th European conference on steel and composite structures (pp. 1125-1130). Brussels, Belgium: European Convention for Constructional Steelwork ECCS.

Gresnigt, AM, Romeijn, A, Wald, F & Steenhuis, CM (2008). Column bases in shear and normal force. Heron, 53(1/2), 87-107.

Gresnigt, AM & Karamanos, S (2008). Local buckling and deformation capacity of tubes in steel structures. In JF Chen, JY Ooi & JG Teng (Eds.), Proceedings of the international conference on structures and granular solids: from scientific principles to engineering applications (pp. 199-217). London, UK: Taylor & Francis Group.

Jaspart, JP, Wald, F, Weynand, K & Gresnigt, AM (2008). Steel column base classification. Heron, 53(1/2), 69-86

Kolstein, MH, Dooren, F van & Ridder, R de (2008). Enhancing the fatigue strength of the trough to deck plate joint in bridge decks using ultrasonic impact treatment (UIT). In s.n. (Ed.), 2008 International orthotropic bridge conference (pp. A-21-A-21). Sacramento, USA: American Society of Civil Engineers ASCE.

Kolstein, MH (2008). Fatigue classification of trough deck plate joints in orthotropic steel bridge decks. In R Ofner, D Beg, J Fink, R Greiner & H Unterweger (Eds.), Eurosteel 2008; 5th European conference on steel and composite structures (pp. 845-850). Brussels, Belgium: European Convention for Constructional Steelwork ECCS.

Kolstein, MH & Sliedrecht, H (extern) (2008). Reduction of traffic induced stress using reinforced high strength concrete. In s.n. (Ed.), 2008 International orthotropic bridge conference (pp. A-35-A-35). Sacramento, USA: American Society of Civil Engineers ASCE.

Romeijn, A, Sarkhosh, R & Hoogenboom, PCJ (2008). Design criteria for high strength steel joints. In R Ofner, D Beg, J Fink, R Greiner & H Unterweger (Eds.), Eurosteel 2008; 5th European conference on steel and composite structures (pp. 1101-1106). Brussels, Belgium: European Convention for Constructional Steelwork ECCS.

Romeijn, A & Meek, J (2008). Offshore structures: hidden treasures for designers. In M Eekhout & T Tomiyama (Eds.), Delft science in design 2 (pp. 143-166). Amsterdam: IOS Press.

Rotter, JM & Gresnigt, AM (2008). Materials assumptions. In JM Rotter & H Schmidt (Eds.), Buckling of steel shells; European design recommendations (pp. 57-67). Brussels, Belgium: European convention for constructional steelwork

Steenhuis, CM, Wald, F, Sokol, Z & Stark, JWB (2008). Concrete in compression and base plate in bending. Heron, 53(1/2), 51-68.

Teixeira De Freitas, S), Kolstein, MH & Bijlaard, FSK (2008). Importance of interface layer on behaviour and durability of orthotropic steel decks. In s.n. (Ed.), 2008 International orthotropic bridge conference (pp. A-44-A-44). Sacramento, USA: American Society of Civil Engineers ASCE.

Vegte, GJ van der, Wardenier, J, Qian, X & Choo, YS (2008). Reanalysis of the moment capacity of CHS joints. In ZY Shen, YY Chen & XZ Zhao (Eds.), Tubular structures XII (pp. 579-588). Leiden, the Netherlands: CRC Press/Balkema.

Vegte, GJ van der, Wardenier, J, Zhao, X-L & Packer, JA (2008). Evaluation of new CHS strength formulae to design strengths. In ZY Shen, YY Chen & XZ Zhao (Eds.), Tubular structures XII (pp. 313-322). Leiden, the Netherlands: CRC Press/Balkema.

Wardenier, J, Vegte, GJ van der, Makino, Y & Marshall, PW (2008). Comparison of the new-IIW (2008) CHS joint strength formulae with those of the previous IIW (1989) and the new API (2007). In ZY Shen, YY Chen & XZ Zhao (Eds.), Tubular structures XII (pp. 281-291). Leiden, the Netherlands: CRC Press/Balkema.

Wardenier, J, Vegte, GJ van der & Makino, Y (2008). Joints between plates or I sections and a circular hollow section chord. In s.n. (Ed.), Proceedings of the eighteenth (2008) international offshore and polar engineering conference, Vancouver, BC, Canada (pp. 319-326). Cupertino CA, USA: International society of offshore and polar engineers ISOPE.

Zhao, X-L, Wardenier, J, Packer, JA & Vegte, GJ van der (2008). New IIW (2008) static design recommendations for hollow section joints. In ZY Shen, YY Chen & XZ Zhao (Eds.), Tubular structures XII (pp. 261-269). Leiden, the Netherlands: CRC Press/Balkema.

Books 

Bijlaard, FSK (Ed.). (2008). Connections in steel structures VI. Chicago, USA: American Institute of Steel Construction.

Kuhn, B, Lukic, M, Nussbaumer, A, Gunther, HP, Helmerich, R), Herion, S, Kolstein, MH, Walbridge, S), Androic, B, Dijkstra, O) & Bucak, O (2008). Assessment of existing steel structures: recommendations for estimation of remaining fatigue life (JRC Scientific and Technical Reports, EUR 23252 EN). Luxembourg, Luxembourg: European Communities.

Sedlacek, G, Feldmann, M, Kuhn, B, Tschickardt, D, Hohler, S, Muller, C, Hensen, W, Stranghoner, N, Dahl, W, Langenberg, P, Munstermann, S, Brozetti, J, Raoul, J, Pope, R & Bijlaard, FSK (2008). Commentary and worked examples to EN 1993-1-10 "Materials toughness and through thickness properties" and other toughness oriented rules in EN 1993 (JRC Scientific and Technical Reports, 23510 EN). Luxembourg, Luxembourg: European Communities.

Sedlacek, G), Bijlaard, FSK, Geradin, M, Pinto, A & Dimova, S (Eds.). (2008). Assessment of existing steel structures: recommendations for estimation of remaining fatigue life (JRC Scientific and Technical Reports, EUR 23252 EN). Luxembourg, Luxembourg: European Communities.

Wardenier, J, Kurobane, Y, Packer, JA, Vegte, GJ van der, Zhao, X-L (2008). Design guide for circular hollow section (CHS) joints under predominantly static loading (2nd ed) (Construction with hollow steel sections, 1). Geneva, Switzerland: CIDECT.

2007

PhD Thesis

Focke, ES (2007). Reeling of tight fit pipe. TUD Technische Universiteit Delft (245 pag.). Prom./coprom.: Prof.ir. J   Meek & Prof.ir. FSK Bijlaard.

Jong, FBP de (2007). Renovation techniques for fatigue cracked orthotropic steel bridge decks. TUD Technische Universiteit Delft (457 pag.)  Prom./coprom.: Prof.ir. FSK Bijlaard.

Kolstein, MH (2007). Fatigue classification of welded joints in orthotropic steel bridge decks. TUD Technische Universiteit Delft (477 pag.) Prom./coprom.: Prof.ir. FSK Bijlaard.

Journal papers 2007

Girao Coelho, AM & Bijlaard, FSK (2007). Experimental behaviour of high strength steel end-plate connections. Journal of Constructional Steel Research, 63(9), 1228-1240.

Dama, E), Karamanos, S & Gresnigt, AM (2007). Failure of locally buckled pipelines. Journal of Pressure Vessel Technology, 129(2), 272-279.

Gresnigt, AM, Karamanos, S & Andreadakis, KP (2007). Lateral loading of internally pressurized steel pipes. Journal of Pressure Vessel Technology, 129(November), 632-638.

Vegte, GJ van der & Makino, Y (2007). Ultimate strength formulation for axially loaded CHS uniplanar T-joints. International Journal of Offshore and Polar Engineering, 16(4), 305-313.

Wardenier, J, Vegte, GJ van der & Liu, DK (2007). Chord stress functions for K gap joints of rectangular hollow sections. International Journal of Offshore and Polar Engineering, 17(3), 225-232.

Conference papers

Bijlaard, FSK (2007). Research at TU Delft on high-performance steel to be used in building and civil engineering structures. In V de Ville de Goyet, JP Jaspart & J Rondal (Eds.), Hommages a Rene Maquoi: Rene Maquoi 65th birthday anniversary (pp. 61-68). Liege, Belgium: Universite de Liege.

Bijlaard, FSK & Brekelmans, JWPM (extern) (2007). Plug and play type joints in steel and steel-concrete composite constructions. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures (pp. 75-83). Singapore: Research publishing services.

Bijlaard, FSK (2007). Eurocode 3: design of steel structures; "ready for practice". In YC Wang & CK Choi (Eds.), Steel and composite structures (pp. 113-120). London, UK: Taylor & Francis Group.

Choo, YS, Chen, Z, Wardenier, J  & Gronbech, J (2007). Static strength of simple and grouted tubular X-joints subjected to in-plane bending. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures; special symposium on tubular structures (pp. 183-194). Singapore: Research publishing services.

Focke, ES, Karjadi, E, Gresnigt, AM, Meek, J & Nakasugi, H (2007). Reeling of tight fit pipe (TFP). In s.n. (Ed.), Proceedings of the 26th international conference on offshore mechanics and arctic engineering OMAE2007 (pp. 1-11). New York, USA: ASME International.

Girao Coelho, AM, Bijlaard, FSK & Kolstein, MH (2007). Ligacoes em acos de alta resistencia: comportamento de paineis de alma ao corte. In L Simoes da Silva, C Martins, E Caetano, P Piloto & T Abecassis (Eds.), Actas do VI congresso de construcao metalica e Mista (Proceedings of the VI Conference on steel and composiste construction) (pp. II-559-II-568). Coimbra, Portugal: Universidade Coimbra.

Girao Coelho, AM, Bijlaard, FSK & Kolstein, MH (2007). Behaviour of high strength steel web shear panels. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures (pp. 547-552). Singapore: Research publishing services.

Gresnigt, AM, Karamanos, S & Andreadakis, KP (2007). Impact loading of pressurized steel pipelines. In F Wald, F Mazzolani, M Byfield, D Dubina & M Faber (Eds.), Urban habitat constructions under catastrophic events (pp. 347-357). Prague, Czech Republic: Czech technical university.

Kolstein, MH, Bijlaard, FSK & Dijkstra, OD (2007). Deformation capacity of welded joints using very high strength steel. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures (pp. 541-546). Singapore: Research publishing services.

Meek, J & Romeijn, A (2007). Offshore Structures: Hidden treasures for designers. In s.n. (Ed.), Delft Science in Design (pp. 1-19). Delft: TU Delft.

Pijpers, RJM, Kolstein, MH, Romeijn, A & Bijlaard, FSK (2007). Fatigue strength of base material and butt welds made of S690 and S1100. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures (pp. 603-614). Singapore: Research publishing services.

Pijpers, RJM, Kolstein, MH, Romeijn, A & Bijlaard, FSK (2007). The fatigue strength of butt welds made of S690 and S1100. In YC Wang & CK Choi (Eds.), Steel and composite structures (pp. 901-907). London, UK: Taylor & Francis Group.

Qian, X, Wardenier, J & Choo, YS (2007). A uniform approach for the design of 100% CHS overlap. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures; special symposium on tubular structures (pp. 172-182). Singapore: Research publishing services.

Shi, G & Bijlaard, FSK (2007). Finite element analysis on the buckling behaviour of high strength steel columns. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures (pp. 504-510). Singapore: Research publishing services.

Stark, JWB (2007). Design of connections between steel and concrete to eurocodes. In R Eligehausen, W Fuchs, G Genesio & P Grosser (Eds.), Proceedings 2nd International symposium on connections between steel and concrete (pp. 483-493). Stuttgart, Germany: ibidem Verlag.

Vegte, GJ van der, Wardenier, J & Makino, Y (2007). New ultimate strength formulation for axially loaded CHS K-joints. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures; special symposium on tubular structures (pp. 218-227). Singapore: Research publishing services.

Vegte, GJ van der & Makino, Y (2007). The effect of chord length and boundary conditions on the static strength of CHS T- and X-joints. In JYR Liew & YS Choo (Eds.), Proceedings of the fifth international conference on advances in steel structures (pp. 997-1002). Singapore: Research publishing services.

Vegte, GJ van der, Makino, Y & Wardenier, J (2007). The effect of chord load on the ultimate strength of CHS X-joints. In s.n. (Ed.), Proceedings of the seventeenth (2007) international offshore and polar engineering conference (pp. 3387-3394). Cupertino, CA, USA: International society of offshore and polar engineers.

Vegte, GJ van der & Makino, Y (2007). The effect of friction coefficient on the cyclic behaviour of bolted beam-to-RHS column connections. In YC Wang & CK Choi (Eds.), Steel and composite structures (pp. 767-772). London, UK: Taylor & Francis Group.

Wardenier, J, Vegte, GJ van der & Liu, DK (2007). Chord stress function for K gap joints of rectangular hollow sections. In s.n. (Ed.), Proceedings of the seventeenth (2007) international offshore and polar engineering conference (pp. 3371-3378). Cupertino, CA, USA: International society of offshore and polar engineers.

Wardenier, J, Vegte, GJ van der & Liu, DK (2007). Chord stress function for rectangular hollow section X and T joints. In s.n. (Ed.), Proceedings of the seventeenth (2007) international offshore and polar engineering conference (pp. 3363-3370). Cupertino, CA, USA: International society of offshore and polar engineers.

2006

Journal papers

Girao Coelho, AM, Simoes da Silva, L & Bijlaard, FSK (2006). Ductility analysis of bolted extended end plate beam-to-column connections in the framework of the component method. Steel & Composite Structures: an international journal, 6(1), 33-53.

Karamanos, SA, Tsouvalas, D & Gresnigt, AM (2006). Ultimate bending capacity and buckling of pressurized 90 deg steel elbows. Journal of Pressure Vessel Technology, 128(August), 348-356.

Romeijn, A (2006). Auswirkungen von Temperatur, Schwinden und Kriechen auf Integralbrucken. Stahlbau, 75(3), 231-237.

Wardenier, J & Choo, YS (2006). Recent developments in welded hollow section joint recommendations. Advanced Steel Construction, 2(2), 109-127.

Conference papers

Bijlaard, FSK & Girao Coelho, AM (2005). Analise experimental da ductilidade de ligacoes metalicas viga-pilar com placa de extremidade. In A Lamas, C Martins, T Abecasis & L Calado (Eds.), Actas do V Congresso de construcao metalica e mista (pp. II-593-II-604688). Coimbra, Portugal: cmm - associacao Portuguesa de construcao metalica e mista.

Bijlaard, FSK (2006). Eurocode 3: design of steel structures. In Z Perisic & D Cukic (Eds.), Seminar Evrokodovi za konstrukcije; usvajanje evropskih standarda u gradevinarstvu kao nacionalnih standarda srbije i crne gore; soapstenja pozvanih ucesnika (pp. 107-126). Beograd: Gradevinski faulket univerziteta u Beogradu.

Bijlaard, FSK (2006). Joints in steel structures based on Eurocode 3. In LM Wong, TK Sooi & SP Chiew (Eds.), Proceedings of the international symposium on worldwide trend and development in codified design of steel structures 2006 (pp. 183-199). Kuala Lumpur, Malaysia: Association of consulting engineers Malaysia.

Bijlaard, FSK (2006). Status of Eurocode 3: design of steel structures. In LM Wong, TK Sooi & SP Chiew (Eds.), Proceedings of the international symposium on worldwide trend and development in codified design of steel structures 2006 (pp. 1-17). Kuala Lumpur, Malaysia: Association of consulting engineers Malaysia.

Buitelaar, P, Braam, CR, Kolstein, MH & Jong, FBP de (2006). Reinforced high performance concrete for rehabilitation of orthotropic steel bridge decks. In MC Forde (Ed.), Structural Faults + Repair - 2006; 11th international conference extending the life of bridges, concrete + composites, buildings, masonry + civil structures (pp. 1-19). Edinburgh, UK: Engineering Technics Press.

Focke, ES, Gresnigt, AM & Meek, J (2006). Small scale reeling tests. In JS Chung, SW Hong, PW Marshall, T Komai & W Koterayama (Eds.), Proceedings of the sixteenth (2006) international offshore and polar engineering conference (pp. 118-125). Mountain View, CA, USA: ISOPE.

Focke, ES, Gresnigt, AM, Nakasugi, H & Meek, J (2006). The influence of heating of the liner pipe during the manufacturing process of tight fit pipe. In JS Chung, WH Hong, PW Marshall, T Komai & W Koterayama (Eds.), Proceedings of the sixteenth (2006) international offshore and polar engineering conference (pp. 228-235). Mountain View, CA, USA: ISOPE.

Dama, E, Karamanos, SA & Gresnigt, AM (2006). Failure of locally buckled pipelines. In s.n. (Ed.), Proceedings of 2006 ASME Pressure vessels and piping division conference (pp. 1-10). New York, NY, USA: ASME.

Dijkstra, OD & Kolstein, MH (2006). Numerical modelling of under matched welded high strength steel connections. In D Dubina & V Ungureanu (Eds.), Steel - a new and traditional material for building; proceedings of the international conference in metal structures (pp. 119-126). Leiden, the Netherlands: Taylor & Francis/Balkema.

Girao Coelho, AM, Bijlaard, FSK & Simoes da Silva, L (2006). Deformation considerations for high strength steel moment connections. In D Camotim, N Silvestre & PD Dinis (Eds.), Proceedings of SDSS2006 International colloquium on stability and ductility of steel structures (pp. 465-472). Lisboa, Portugal: IST Press.

Girao Coelho, AM & Bijlaard, FSK (2006). Comportamento de ligacoes aparafusadas em acos de alta resistencia. In s.n. (Ed.), JPEE 2006 - 4as Jornadas Portuguesas de Engenharia de Estruturas (pp. 1-13). Lisboa, Portugal: National Laboratory for Civil Engineering LNEC.

Girao Coelho, AM & Bijlaard, FSK (2006). Experimental behaviour of high strength steel moment connections. In D Dubina & V Ungureanu (Eds.), Steel - a new and traditional material for building; proceedings of the international conference in metal structures (pp. 149-157). Leiden, the Netherlands: Taylor & Francis/Balkema.

Kolstein, MH, Bijlaard, FSK & Dijkstra, OD (2006). Integrity of welded joints made of steel grades S690 and S1100. In D Dubina & V Ungureanu (Eds.), Steel - a new and traditional material for building; proceedings of the international conference in metal structures (pp. 183-192). Leiden, the Netherlands: Taylor & Francis/Balkema.

Kolstein, MH, Dijkstra, OD & Bijlaard, FSK (2006). Static strength of welded connections made of very high strength steel. In SP Chiew (Ed.), Proceedings of the 8th international conference on steel, space and composite structures (pp. 443-452). Singapore: CI-Premier.

Kolstein, MH & Dijkstra, OD (2006). Fatigue tests on welded connections made of very high strength steel. In s.n. (Ed.), First international conference on fatigue and fracture in the infrastructure bridges and structures of the 21st century (pp. 1-21). Bethlehem, PA, USA: Lehigh University.

Kolstein, MH & Dijkstra, OD (2006). Tests on welded connections made of high strength steel up to 1100 MPa. In JA Packer & S Willibald (Eds.), Tubular Structures XI; proceedings of the 11th international symposium and IIW international conference on tubular structures, Quebec City, Canada (pp. 567-574). Leiden: Taylor & Francis/Balkema.

Liu, DK & Wardenier, J (2006). Effect of chord loads on the strength of RHS uniplanar gap K-joints. In JA Packer & S Willibald (Eds.), Tubular Structures XI; proceedings of the 11th international symposium and IIW international conference on tubular structures, Quebec City, Canada (pp. 539-545). Leiden: Taylor & Francis/Balkema.

Oomens, M & Romeijn, A (2006). Numerical fatigue crack growth analyses of thick-walled CHS T-joints. In JA Packer & S Willibald (Eds.), Tubular Structures XI; proceedings of the 11th international symposium and IIW international conference on tubular structures, Quebec City, Canada (pp. 459-468). Leiden: Taylor & Francis/Balkema.

Sopha, T, Chiew, SP & Wardenier, J (2006). Test results for RHS K-joints with 50% and 100% overlap. In JA Packer & S Willibald (Eds.), Tubular Structures XI; proceedings of the 11th international symposium and IIW international conference on tubular structures, Quebec City, Canada (pp. 133-138). Leiden: Taylor & Francis/Balkema.

Vegte, GJ van der & Makino, Y (2006). The ultimate strength of axially loaded CHS uniplanar T-joints subjected to axial chord load. In JA Packer & S Willibald (Eds.), Tubular Structures XI; proceedings of the 11th international symposium and IIW international conference on tubular structures, Quebec City, Canada (pp. 115-125). Leiden: Taylor & Francis/Balkema.

Vrouwenvelder, ACWM & Gresnigt, AM (2006). Design for accidental actions in buildings. In D Dubina & V Ungureanu (Eds.), Steel - a new and traditional material for building; proceedings of the international conference in metal structures (pp. 573-579). Leiden: Taylor & Francis.

2005

Journal papers

Bruijn, E, Terpstra, JD, Gresnigt, AM & Molenaar, WF (2005). Optimization by means of plastic design of flexible breasting doplhins. PIANC Bulletin, 120, 25-34.

Choo, YS, Vegte, GJ van der, Zettlemoyer, N, Li, BH & Liew, JYR (2005). Static strength of T-joints reinforced with doubler or collar plates - part I: experimental investigations. Journal of Structural Engineering, 131(1), 119-128.

Fellinger, JJH, Stark, JWB & Walraven, JC (2005). Shear and anchorage behaviour of fire exposed hollow core slabs. Heron, 50(4), 279-301.

Girao Coelho, AM, Simoes da Silva, L & Bijlaard, FSK (2005). Characterization of the nonlinear behaviour of single bolted T-stub connections. In FSK Bijlaard, AM Gresnigt & GJ van der Vegte (Eds.), Connections in steel structures V; behaviour, strength & design (pp. 53-63). Zoetermeer: Bouwen met staal.

Maljaars, J, Stark, JWB, Steenbergen, HMGM & Abspoel, R (2005). Development and validation of a numerical model for buckling of coped beams. Journal of Constructional Steel Research, 61, 1576-1593.

Maljaars, J, Stark, JWB, Steenbergen, HMGM & Abspoel, R (2005). Lateral-torsional buckling resistance of coped beams. Journal of Constructional Steel Research, 61, 1559-1575.

Maljaars, J, Stark, JWB & Steenbergen, HMGM (2004). Buckling of coped steel beams and steel beams with partial endplates. Heron, 49(2), 233-271.

Stark, JWB (2005). Eurocode 4: a modern code for the design of composite structures. Steel & Composite Structures: an international journal, 5(4), 327-343.

Vegte, GJ van der, Choo, YS, Liang, JX, Zettlemoyer, N & Liew, JYR (2005). Static strength of T-joints reinforced with doubler or collar plates - part II: numerical simulations. Journal of Structural Engineering, 131(1), 129-138.

Wardenier, J (2005). Kiezen voor warmgevormde of koudgevormde rechthoekige buisprofielen. Bouwen met Staal, 38(186), 32-36.

Yao, XF, Bijlaard, FSK, Kolstein, MH & Yeh, HY (2005). Tensile strength and fracture behaviors of complex GFRP composites with a central hole. Journal of Composite Materials, 39(14), 1247-1260.

Conference papers

Bijlaard, FSK (2005). Status on Eurocodes for design of steel structures. In s.n. (Ed.), Kompendium International seminar on joint design (pp. 1-14). Oslo, Norway: Tekna.

Bijlaard, FSK (2005). Joints in steel structures based on Eurocode 3. In s.n. (Ed.), Kompendium International seminar on joint design (pp. 1-17). Oslo, Norway: Tekna.

Bijlaard, FSK & Stark, JWB (2005). Eurocode 3: design of steel structures; present status and future developments. In B Hoffmeister & O Hechler (Eds.), Eurosteel 2005; 4th European conference on steel and composite structures - research, Eurocodes, practice (pp. 0-35-0-44). Aachen, Germany: Druck und Verlagshaus Mainz.

Bruijn, E, Gresnigt, AM, Terpstra, JD & Molenaar, WF (2005). Plastic design of flexible breasting dolphins. In MM Bernitsas & SA Mavrakos (Eds.), Proceedings 24th international conference on offshore mechanics and arctic engineering OMAE 2005 (pp. 1-10). New York, USA: ASME.

Chen, Y, Liu, DK & Wardenier, J (2005). Design recommendations for RHS-K joints with 100% overlap. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 300-307). Cupertino, CA, USA: ISOPE.

Focke, ES, Gresnigt, AM & Meek, J (2005). Local buckling of thin walled liner pipe. In E Ramm, WA Wall & M Bischoff (Eds.), Proceedings of the 5th international conference on computation of shell and spatial structures (pp. 1-5). Munchen, Germany: Technische Universitat Munchen.

Focke, ES, Oosten, J van, Meek, J, Romeijn, A & Nakasugi, H (2005). The influence of the reeling installation method on the integrity of circumferential welds in tight fit pipe. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 31-37). Cupertino, CA, USA: ISOPE.

Focke, ES, Gresnigt, AM, Meek, J & Nakasugi, H (extern) (2005). Experimental research on local buckling behaviour of tight fit pipe. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 76-83). Cupertino, CA, USA: ISOPE.

Fellinger, JJH, Stark, JWB & Walraven, JC (2005). Fire safe design of hollow core slabs with respect to shear and anchorage failure. In M Borghoff, A Gotschalg & R Mehl (Eds.), Proceedings 18th BIBM International Congress (pp. 1-12). Gutersloh, Germany: Bauverlag.

Jong, FBP de & Kolstein, MH (2005). Strengthening a bridge deck with high performance concrete. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 328-345). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Jong, FBP de, Kolstein, MH & Bijlaard, FSK (2005). Research project TU Delft: Behaviour conventional bridge decks and development of renovation techniques. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 594-615). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Jong, FBP de (2005). Overview fatigue phenomenon in orthotropic bridge decks. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 489-512). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Jong, FBP de & Boersma, PD (2005). Maintenance philosophy and systematic lifetime assessment for decks suffering from fatigue. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 359-375). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Jong, FBP de, Kolstein, MH & Bijlaard, FSK (2005). Research project TU Delft: Behaviour conventional bridge decks and development of renovation techniques. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 594-615). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Focke, ES, Oosten, J van, Meek, J, Romeijn, A & Nakasugi, H) (2005). The influence of the reeling installation method on the integrity of circumferential welds in tight fit pipe. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 31-37). Cupertino, CA, USA: ISOPE.

Girao Coelho, AM, Simoes da Silva, L & Bijlaard, FSK (2005). Characterization of the nonlinear behaviour of single bolted T-stub connections. In FSK Bijlaard, AM Gresnigt & GJ van der Vegte (Eds.), Connections in steel structures V; behaviour, strength & design (pp. 53-63). Zoetermeer: Bouwen met staal.

Girao Coelho, AM, Simoes da Silva, L) & Bijlaard, FSK (2005). Ductility analysis of end plate beam-to-column joints. In B Hoffmeister & O Hechler (Eds.), Eurosteel 2005; 4th European conference on steel and composite structures - research, Eurocodes, practice (pp. 4.10-123-4.10.130). Aachen, Germany: Druck und Verlagshaus Mainz.

Kolstein, MH (2005). The role of site measurements to improve the knowledge about the fatigue behaviour of steel orthotropic bridge decks. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 626-646). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Kolstein, MH (2005). European research on the improvement of the fatigue resistance and design of steel orthotropic bridge decks. In s.n. (Ed.), Proceedings of the orthotropic bridge conference, Sacramento, CA, USA (pp. 466-488). Sacramento, USA: ASCE, Sacramento Section, capital branch.

Karamanos, S, Andreadakis, KP & Gresnigt, AM (2005). Response of pressurized steel tubes and pipes under concentrated lateral loads. In B Hoffmeister & O Hechler (Eds.), Eurosteel 2005; 4th European conference on steel and composite structures - research, Eurocodes, practice (pp. 6.2-1-6.2-8). Aachen, Germany: Druck und Verlagshaus Mainz.

Karamanos, S, Andreadakis, KP & Gresnigt, AM (2005). Lateral loading of internally pressurized steel pipes. In s.n. (Ed.), Proceedings of the 2005 ASME pressure vessels and piping conference (PVP2005) (pp. 1-9). New York (USA): ASME.

Liu, DK, Chen, Y & Wardenier, J (2005). Design recommendations for RHS-K joints with 50% overlap. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 308-315). Cupertino, CA, USA: ISOPE.

Marshall, PW & Wardenier, J (2005). Tubular versus non-tubular hot spot stress methods. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 254-263). Cupertino, CA, USA: ISOPE.

Snijder, HH, Hoenderkamp, JCD, Bijlaard, FSK & la Poutre, DB (2005). Towards common unified design rules for steel arches. In B Hoffmeister & O Hechler (Eds.), Eurosteel 2005; 4th European conference on steel and composite structures - research, Eurocodes, practice (pp. 3-33-3-40). Aachen, Germany: Druck und Verlagshaus Mainz.

Teixeira de Freitas, S), Vries, PA de & Bijlaard, FSK (2005). Experimental research on single bolt connections for high strength steel S690. In A Lamas, C Martins, T Abecasis & L Calado (Eds.), Actas do V Congresso de construcao metalica e mista (pp. II-679-II-688). Coimbra, Portugal: cmm - associacao Portuguesa de construcao metalica e mista.

Oomens, M, Romeijn, A, Wardenier, J & Dijkstra, OD (2005). Development and validation of a 3-D fracture mechanics model for thick-walled CHS T-joints. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 333-340). Cupertino, CA, USA: ISOPE.

Romeijn, A, Veen, C van der & Kaptijn, N (2005). Effects of temperature, shrinkage and creep on integral bridges. In B Hoffmeister & O Hechler (Eds.), Eurosteel 2005; 4th European conference on steel and composite structures - research, Eurocodes, practice (pp. 4.6-53-4.6-60). Aachen, Germany: Druck und Verlagshaus Mainz.

Vegte, GJ van der & Makino, Y (2005). Numerical simulations of bolted connections: the implicit versus the explicit approach. In FSK Bijlaard, AM Gresnigt & GJ van der Vegte (Eds.), Connections in steel structures V; behaviour, strength & design (pp. 89-98). Zoetermeer: Bouwen met staal.

Vegte, GJ van der, Choo, YS & Liang, JX (2005). An effective external reinforcement scheme for circular hollow section joints. In FSK Bijlaard, AM Gresnigt & GJ van der Vegte (Eds.), Connections in steel structures V; behaviour, strength & design (pp. 423-432). Zoetermeer: Bouwen met staal.

Vegte, GJ van der, Makino, Y (extern) & Wardenier, J (2005). The influence of boundary conditions on the chord load effect for CHS gap K-joints. In FSK Bijlaard, AM Gresnigt & GJ van der Vegte (Eds.), Connections in steel structures V; behaviour, strength & design (pp. 433-443). Zoetermeer: Bouwen met staal.

Vegte, GJ van der & Makino, Y (2005). Ultimate strength formulation for axially loaded CHS uniplanar T-joints. In s.n. (Ed.), Proceedings of the fifteenth (2005) international offshore and polar engineering conference ISOPE (pp. 279-286). Cupertino, CA, USA: ISOPE.

Wardenier, J & Choo, YS (2005). Some developments in tubular joint research. In ZY Shen, GQ Li & SL Chan (Eds.), Proceedings of the 4th international conference on Advances in steel structures (pp. 31-40). Amsterdam: Elsevier.