Numerical Flexibility Determination Method of Stress Intensity Factor for Concrete

被引:0
作者
Wu, Yongjin [1 ]
Chen, Hu [2 ]
Wang, Xiangdong [3 ]
机构
[1] Minist Water Resources, Yangtze River Sci Res Inst, Key Lab Geotech Mech & Engn, Wuhan 430010, Hubei, Peoples R China
[2] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
[3] Hohai Univ, Coll Mech & Mat, Nanjing 210098, Jiangsu, Peoples R China
来源
3RD ANNUAL INTERNATIONAL WORKSHOP ON MATERIALS SCIENCE AND ENGINEERING (IWMSE2017) | 2017年 / 250卷
基金
中国国家自然科学基金;
关键词
FRACTURE;
D O I
10.1088/1757-899X/250/1/012040
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Flexibility method is a commonly used method to determine fracture toughness. In the experiment, it is necessary to prepare specimens with different crack lengths and other exactly same conditions, and carry out a large number of repeated experimental works. Given the above problems, this paper develops a flexibility determination method based on numerical simulation method to calculate the stress intensity factor and fracture toughness of concrete specimens. The results of the test example show that the use of the numerical simulation experiment method is practically feasible and effective to obtain the relation curve between the flexibility C and the crack length a of the concrete specimens and further get the stress strength factor and the fracture toughness under the ultimate load.
引用
收藏
页数:6
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