QUASI-STATIC FAILURE CRITERIA FOR CONCRETE

被引：15
|
作者：
Jankowiak, T. [1 ]
Lodygowski, T. [1 ]
机构：
[1] Poznan Univ Tech, Inst Struct Engn ISE, Piotrowo 5, PL-60965 Poznan, Poland
来源：
ARCHIVES OF CIVIL ENGINEERING | 2010年 / 56卷 / 02期
关键词：
concrete strength; constitutive parameters; identification; energetic interpretation;
D O I：
10.2478/v.10169-010-0007-8
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The behaviour of concrete under quasi-static loadings for uniaxial compression, tension and plane stress conditions is studied. The failure criteria of concrete are discussed as well as the methods of constitutive parameters identification are elaborated. The attention is focus on an energetic interpretation of selected failure criteria. The numerical example with concrete damage plasticity material model is shown.
引用
收藏
页码：123 / 154
页数：32
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