Evaluation of blast-resistant performance predicted by damaged plasticity model for concrete

被引：2
|
作者：
Huan Y. [1 ]
Fang Q. [1 ]
Chen L. [1 ]
Zhang Y. [1 ]
机构：
[1] Engineering Institute of Corps of Engineers, PLA University of Science and Technology
来源：
Transactions of Tianjin University | 2008年 / 14卷 / 6期
基金：
中国国家自然科学基金;
关键词：
ABAQUS; Blast loading; Damaged plasticity model for concrete; Reinforced concrete;
D O I：
10.1007/s12209-008-0071-1
中图分类号：
学科分类号：
摘要：
In order to evaluate the capacity of reinforced concrete (RC) structures subjected to blast loadings, the damaged plasticity model for concrete was used in the analysis of the dynamic responses of blast-loaded RC structures, and all three failure modes were numerically simulated by the finite element software ABAQUS. Simulation results agree with the experimental observations. It is demonstrated that the damaged plasticity model for concrete in the finite element software ABAQUS can predict dynamic responses and typical flexure, flexure-shear and direct shear failure modes of the blast-loaded RC structures. © Tianjin University and Springer-Verlag 2008.
引用
收藏
页码：414 / 421
页数：7
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