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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 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.
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