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Statistical damage constitutive model for concrete materials under uniaxial compression

BAI Wei-feng CHEN Jian-yun FAN Shu-li LIN Gao

哈尔滨工业大学学报（英文版）2010，Vol.17Issue(3)：338-344,7.

Statistical damage constitutive model for concrete materials under uniaxial compression

BAI Wei-feng ¹CHEN Jian-yun ²FAN Shu-li ¹LIN Gao¹

作者信息

1. Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116023,China
2. Research Institute of Steel and Enginering,North China Institute of Water Conservancy and Hydrodectric Power,Zhengzhou 450011,China
折叠

摘要

关键词

uniaxial compression/constitutive model/mesoseopic damage evolution/strain softening/size effects

Key words

uniaxial compression/constitutive model/mesoseopic damage evolution/strain softening/size effects

分类

通用工业技术

引用本文复制引用

BAI Wei-feng,CHEN Jian-yun,FAN Shu-li,LIN Gao..Statistical damage constitutive model for concrete materials under uniaxial compression[J].哈尔滨工业大学学报（英文版）,2010,17(3):338-344,7.

基金项目

Sponsored by the Program for New Century Excellent Talents in University(NCET-05-0413),the National Natural Science Foundation of China (Grant No.90510018 and 50679006)and the China Postdoctoral Science Foundation(Grant No.20090461166). （NCET-05-0413）

哈尔滨工业大学学报（英文版）

ISSN：1005-9113

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