Affiliation:
1. University of Canterbury, Christchurch, New Zealand
Abstract
Synopsis The paper deals with a theoretical formulation of moment-curvature curves for prestressed concrete members subjected to constant bending moment. The theory takes into consideration the variation of curvature between cracks caused by concrete tension and makes possible the prediction of both the curvature at a crack and the average curvature along the length of the member. A report is included of tests on seven single-span pre-tensianed beams which show that the theory accurately predicts the moment-curvature relationship.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Cited by
8 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献