Computational Technology Resources - CCP

Paper VII.2

Behaviour of Simply Supported Deep Beams Designed using Non-Eleastic Stress Fields

P. Bhatt and A. Bensalem

Department of Civil Engineering, University of Glasgow, Glasgow, Scotland

doi:10.4203/ccp.19.7.2

P. Bhatt, A. Bensalem, "Behaviour of Simply Supported Deep Beams Designed using Non-Eleastic Stress Fields", in B.H.V. Topping, (Editor), "Developments in Computational Engineering Mechanics", Civil-Comp Press, Edinburgh, UK, pp 191-199, 1993. doi:10.4203/ccp.19.7.2

Abstract

TWO reinforced concrete deep beams with span depth ratios of 1.8 and 0.9 were designed using nonelastic stress fields and direct design approach. An inplane elasto-plastic nonlinear finite element program was used to generate the stress fields. The orthogonal reinforcement was designed using Nielsel-Clark design equations. The beams were tested both numerically using a nonlinear finite element program and experimentally using reinforced concrete beams 100 mm thick and a clear span of 900 mm to check their behaviour at both serviceability and ultimate limit state loads.

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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: 19 DEVELOPMENTS IN COMPUTATIONAL ENGINEERING MECHANICS Edited by: B.H.V. Topping Paper VII.2 Behaviour of Simply Supported Deep Beams Designed using Non-Eleastic Stress Fields P. Bhatt and A. Bensalem Department of Civil Engineering, University of Glasgow, Glasgow, Scotland doi:10.4203/ccp.19.7.2 purchase the full-text of this paper Full Bibliographic Reference for this paper P. Bhatt, A. Bensalem, "Behaviour of Simply Supported Deep Beams Designed using Non-Eleastic Stress Fields", in B.H.V. Topping, (Editor), "Developments in Computational Engineering Mechanics", Civil-Comp Press, Edinburgh, UK, pp 191-199, 1993. doi:10.4203/ccp.19.7.2 Abstract TWO reinforced concrete deep beams with span depth ratios of 1.8 and 0.9 were designed using nonelastic stress fields and direct design approach. An inplane elasto-plastic nonlinear finite element program was used to generate the stress fields. The orthogonal reinforcement was designed using Nielsel-Clark design equations. The beams were tested both numerically using a nonlinear finite element program and experimentally using reinforced concrete beams 100 mm thick and a clear span of 900 mm to check their behaviour at both serviceability and ultimate limit state loads. 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 £58 +P&P)
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