Analytical formulation of the complete stress-strain curve for high strength concrete

被引:54
|
作者
Van Gysel, A [1 ]
Taerwe, L [1 ]
机构
[1] State Univ Ghent, Dept Struct Engn, Magnel Lab Concrete REs, B-9052 Ghent, Belgium
关键词
D O I
10.1007/BF02485952
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, some available formulations for the complete stress-strain curve for high strength concrete under uniaxial compression are examined and compared with results of deformation-controlled compression tests on high strength concrete cylinders. Based on these findings, a new analytical formulation for the complete stress-strain curve is elaborated, with emphasis on the softening branch. The new formulation is based on the curve originally introduced by Sargin and adopted in the CEB-FIP Model Code for Concrete Structures with appropriate parametric values.
引用
收藏
页码:529 / 533
页数:5
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