Concrete plasticity in structural design practice

被引:1
|
作者
Gurley, C. [1 ]
机构
[1] Univ Technol Sydney, TAFENSW Civil Engn, Ultimo, NSW 2007, Australia
关键词
D O I
10.1680/macr.2008.00040
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a view of the state of concrete plasticity as seen by a retired consulting engineer/structural designer. The author discovered the 'bimoment' method for the design of torsion-free Hillerborg slabs using upper bound collapse mechanism methods. He has also provided collapse mechanisms for plane-stress problems including shear in ordinary beams where longitudinal and transverse reinforcement may both be yielding.
引用
收藏
页码:623 / 632
页数:10
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