Affiliation:
1. University of London: Imperial College
Abstract
Summary: A general expression is derived for the ultimate strength in bending of ordinary reinforced concrete and two types of prestressed concrete beams, taking into account plasticity. A method of calculating elasto-plastic deformations is developed and applied to the problem of re-distributing bending moments in continuous members and frames.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Cited by
17 articles.
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