State-of-the-art Review on Concrete Softening Curve

被引：1

作者：

Zhao, Zhifang ^{[1
]}

Zhao, Zhigang ^{[2
]}

Feng, Xiaojie ^{[1
]}

Li, Ming ^{[1
]}

机构：

[1] Zhejiang Univ Technol, Coll Civil Engn & Architecture, Hangzhou 310014, Zhejiang, Peoples R China

[2] Zhejiang Univ Media & Commun, Sch Elect & Informat, Hangzhou 310018, Peoples R China

来源：

ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 168-170卷

基金：

中国国家自然科学基金;

关键词：

Concrete; Cohesive Crack Model; Softening Curve; UNIAXIAL TENSION; PLAIN CONCRETE; SPECIMEN-SIZE; PART II; FRACTURE;

D O I：

10.4028/www.scientific.net/AMR.168-170.669

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The cohesive crack model is widely employed to the fracture analysis of concrete for mode I crack. The tension softening relationship is a very important constitutive law in the cohesive crack model. The determination methods of tension softening relationship of concrete are introduced in this paper which are direct tension methods, J-integral method and inverse analysis method. Meanwhile, those simplified softening curves including linear form and nonlinear form are summarized.

引用

页码：669 / +

页数：2

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