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J. Nézö, L. Dunai and M. Iványi

Department of Steel Structures, Technical University, Budapest, Hungary

doi:10.4203/ccp.70.2.2

, "Nonlinear Finite Element Analysis of Plate Girders with Stiffener-End-Gaps", in , (Editors), "Computational Steel Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 35-41, 2000. doi:10.4203/ccp.70.2.2

Abstract

Automated fabrication process of steel plate girders using robotics welding requires modified structural details such as stiffener-end gaps. To investigate the effects of these gaps on the behaviour of girders, a parametric study using finite element analyses has been designed based on laboratory experiments. The finite element model is verified by experimental data and the nonlinear solution technique is optimised. The behaviour of this type of girders is classified based on the nonlinear load-deflection curves of girders and the observed interaction of local and global phenomena. In this paper the details of the developed finite element model and some of the results are presented.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 70 COMPUTATIONAL STEEL STRUCTURES TECHNOLOGY Edited by: Paper II.2 Nonlinear Finite Element Analysis of Plate Girders with Stiffener-End-Gaps J. Nézö, L. Dunai and M. Iványi Department of Steel Structures, Technical University, Budapest, Hungary doi:10.4203/ccp.70.2.2 purchase the full-text of this paper Full Bibliographic Reference for this paper , "Nonlinear Finite Element Analysis of Plate Girders with Stiffener-End-Gaps", in , (Editors), "Computational Steel Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 35-41, 2000. doi:10.4203/ccp.70.2.2 Abstract Automated fabrication process of steel plate girders using robotics welding requires modified structural details such as stiffener-end gaps. To investigate the effects of these gaps on the behaviour of girders, a parametric study using finite element analyses has been designed based on laboratory experiments. The finite element model is verified by experimental data and the nonlinear solution technique is optimised. The behaviour of this type of girders is classified based on the nonlinear load-deflection curves of girders and the observed interaction of local and global phenomena. In this paper the details of the developed finite element model and some of the results are presented. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £50 +P&P)
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