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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.
Keywords:
concrete
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© 1970 Thomas Telford Ltd
1970
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