极限抗拉强度
耐久性
材料科学
结构工程
变形(气象学)
有限元法
断裂(地质)
拉伸试验
复合材料
非线性系统
法律工程学
压力(语言学)
岩土工程
工程类
作者
Hans W. Reinhardt,H.A.W. Cornelissen,D.A. Hordijk
出处
期刊:Journal of Structural Engineering-asce
[American Society of Civil Engineers]
日期:1986-11-01
卷期号:112 (11): 2462-2477
被引量:369
标识
DOI:10.1061/(asce)0733-9445(1986)112:11(2462)
摘要
The tensile strength of concrete is receiving an increasing amount of attention since the loading capacity and durability of structures are being studied more thoroughly, and since nonlinear fracture mechanics and numerical methods require a complete stress deformation relation. The theoretical background of the application of the tensile strength of concrete in fracture analysis is given. Test results are presented that were obtained from deformation‐controlled uniaxial tensile tests under static and cyclic loading of lightweight and normalweight concrete. The results have been used to establish material models for finite element calculations. Numerical examples show the usefulness of these models for static and cyclic loading conditions.
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