Confinement-shear lattice model for concrete damage in tension and compression: II. Computation and validation

被引：110

作者：

Cusatis, G ^{[1
]}

Bazant, ZP

Cedolin, L

机构：

[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy

[2] Northwestern Univ, Evanston, IL 60208 USA

来源：

JOURNAL OF ENGINEERING MECHANICS | 2003年 / 129卷 / 12期

关键词：

concrete; microstructure; fractures; damage; softening; failures; materials tests; computer analysis; nonlinear analysis; particle interactions; particle distribution;

D O I：

10.1061/(ASCE)0733-9399(2003)129:12(1449)

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect.

引用

页码：1449 / 1458

页数：10

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