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

来源：

MATERIALS AND STRUCTURES | 1996年 / 29卷 / 193期

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

页码：529 / 533

页数：5

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