Affiliation:
1. University of Leeds : Department of Civil Engineering
Abstract
Synopsis Anchorage zone stresses in post-tensioned members of uniform cross-section are determined by using a finite element procedure for the elastic analysis of three-dimensional solids. Stress distributions are shown for multiple and eccentric anchorages on rectangular and I-section beams. Both bursting and spalling stresses are considered. The results are used to assess the conventional design method of partitioning.
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Cited by
18 articles.
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