Study on Damage Evolution Mechanism of Concrete under Uniaxial Tension

摘要：

　　The damage and failure mechanism of quasi-brittle materials is the most fundamental research topic in Damage Mechanics.In this paper,the mesoscopic damage mechanism of concrete under uniaxial tension was discussed.The rupture and yield damage modes in meso-scale were introduced as the two basic parameters to define the damage accumulated variable.The results show that the proposed statistical damage model can accurately predict the whole deformation and failure process of concrete under uniaxial tension,including the two-stage deformation characteristics and the size effect.

关键词： concrete damage mechanism damage variable uniaxial tension statistical damage constitutive model

作者: Weifeng Bai Ying Cui Qian Wang Junfeng Guan Jianwei Zhang

作者单位: North China University of Water Resources and Electric Power, Zhengzhou 450011, China Yellow River Engineering Consulting Co.,Ltd., Zhengzhou 450003, China Jilin Province Water Resource and Hydropower Consultative Company, Changchun 130000,China

会议类型: 国际会议

会议名称: The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

会议地点: 郑州

会议语种:英文

页码: 46-50

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）