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A.A. Khathlan and A. Shazali

Civil Engineering Department, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia

doi:10.4203/ccp.32.4.3

A.A. Khathlan, A. Shazali, "Elasto-Plastic Analysis of Single Mitred Pipe Bends", in B.H.V. Topping, (Editor), "Developments in Computational Techniques for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 89-95, 1995. doi:10.4203/ccp.32.4.3

Abstract

The paper presents an analysis of the nonlinear response of single mitred bends. The analysis is based on a nonlinear finite element formulation that employs a 9-noded Lagrange degenerate shell element, in addition to a customized 11-noded transition element. Elastic response of a mitred bend subjected to internal pressure was compared to existing analytical and experimental results. In addition, a nonlinear analysis of a similar bend is performed. Based on the numerical study, the collapse load and the corresponding load-deformation patterns are presented and discussed.

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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: 32 DEVELOPMENTS IN COMPUTATIONAL TECHNIQUES FOR CIVIL ENGINEERING Edited by: B.H.V. Topping Paper IV.3 Elasto-Plastic Analysis of Single Mitred Pipe Bends A.A. Khathlan and A. Shazali Civil Engineering Department, King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia doi:10.4203/ccp.32.4.3 purchase the full-text of this paper Full Bibliographic Reference for this paper A.A. Khathlan, A. Shazali, "Elasto-Plastic Analysis of Single Mitred Pipe Bends", in B.H.V. Topping, (Editor), "Developments in Computational Techniques for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 89-95, 1995. doi:10.4203/ccp.32.4.3 Abstract The paper presents an analysis of the nonlinear response of single mitred bends. The analysis is based on a nonlinear finite element formulation that employs a 9-noded Lagrange degenerate shell element, in addition to a customized 11-noded transition element. Elastic response of a mitred bend subjected to internal pressure was compared to existing analytical and experimental results. In addition, a nonlinear analysis of a similar bend is performed. Based on the numerical study, the collapse load and the corresponding load-deformation patterns are presented and discussed. 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 £72 +P&P)
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