Computational Technology Resources - CCP

Paper III.3

Behaviour of Extended End-Plate Connections: Comparison Between Finite Element Analysis and Experimental Results

B. Bose, S. Sarkar and M. Bahrami

Department of Civil Eng, Surveying & Building, University of Abertay Dundee, United Kingdom

doi:10.4203/ccp.28.3.3

B. Bose, S. Sarkar, M. Bahrami, "Behaviour of Extended End-Plate Connections: Comparison Between Finite Element Analysis and Experimental Results", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 107-115, 1994. doi:10.4203/ccp.28.3.3

Abstract

A finite element model of the unstiffened extended end plate connection is reported in the paper. Comparison between the three-dimensional, non-linear finite element analysis and full scale experimental results of the column-beam connection is presented which firmly establishes the accuracy of the model developed. Using the above model a parametric study of the connection is proposed which will enable appropriate design curves to be produced for a rapid design of this extremely popular connection.

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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: 28 COMPUTATIONAL STRUCTURAL ENGINEERING FOR PRACTICE Edited by: M. Papadrakakis and B.H.V. Topping Paper III.3 Behaviour of Extended End-Plate Connections: Comparison Between Finite Element Analysis and Experimental Results B. Bose, S. Sarkar and M. Bahrami Department of Civil Eng, Surveying & Building, University of Abertay Dundee, United Kingdom doi:10.4203/ccp.28.3.3 purchase the full-text of this paper Full Bibliographic Reference for this paper B. Bose, S. Sarkar, M. Bahrami, "Behaviour of Extended End-Plate Connections: Comparison Between Finite Element Analysis and Experimental Results", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 107-115, 1994. doi:10.4203/ccp.28.3.3 Abstract A finite element model of the unstiffened extended end plate connection is reported in the paper. Comparison between the three-dimensional, non-linear finite element analysis and full scale experimental results of the column-beam connection is presented which firmly establishes the accuracy of the model developed. Using the above model a parametric study of the connection is proposed which will enable appropriate design curves to be produced for a rapid design of this extremely popular connection. 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 £65 +P&P)
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