个人信息Personal Information
教授
博士生导师
硕士生导师
主要任职:President of international exchange committee of the Chinese Society of Rock Mechanics and Engineering CSRME
其他任职:国际岩石力学与岩石工程学会(ISRM)中国国家小组副主席
性别:男
毕业院校:东北大学
学位:博士
所在单位:土木工程系
办公地点:综合实验四号楼330
联系方式:tca@mail.neu.edu.cn
界面强度对混凝土拉伸断裂影响的数值模拟
点击次数:
发表时间:2022-10-06
发表刊物:建筑材料学报
期号:6
页面范围:643-649
ISSN号:1007-9629
摘要:Digital image processing methods were employed to characterize the three-phase microstructures of concrete consisting of mortar matrix,coarse aggregate and interfacial transition zone(ITZ).The distri-bution and shape of ITZ were obtained digitally.The characterized microstructure was incorporated into material failure process analysis(MFPA~(2D)) system,and the numerical model of concrete was established which took into account the real heterogeneity of concrete.The influence of tensile strength of ITZ on ten-sile fracturing process was studied using this model according to a surface image of concrete with certain proportioning.The results show that if the tensile strength of ITZ is low,in the fracturing process of con-crete the microcracks initiated in ITZ interact with each other,then propagate and coalesce.With the ten-sile strength of ITZ increasing,fractured modes of concrete under uniaxial tensile loading transit from sin-gle coalescent crack to multiple non-coalescent cracks and the ductility of concrete is enhanced.The rela-tion between the tensile strength of ITZ and that of concrete is non-linear.The simulation results agree well with experimental results.
备注:新增回溯数据