首页> 外文会议>Annual International Workshop on Materials Science and Engineering >Numerical Flexibility Determination Method of Stress Intensity Factor for Concrete NYongjin WnDKey Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, ChinaMwuyj@hhu.edu.cn NHu ChenDCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China NXiangdong WangDCollege of Mechanics and Materials, Hohai University, Nanjing 21
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Numerical Flexibility Determination Method of Stress Intensity Factor for Concrete NYongjin WnDKey Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, ChinaMwuyj@hhu.edu.cn NHu ChenDCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China NXiangdong WangDCollege of Mechanics and Materials, Hohai University, Nanjing 21

机译:武汉430010,Chinam Wuyj@hhu.edu.cn ge ge岩土力学与水利岩土力学与工程岩土力学与工程岩土力学与工程重点实验室的数值柔韧性决定方法。 淮北大学土木交通工程学院,南京210098,中国河海大学力学与材料学院,南京21

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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.
机译:灵活性方法是一种确定断裂韧性的常用方法。 在实验中,需要制备具有不同裂缝长度和其他完全相同的条件的标本,并进行大量重复的实验工作。 鉴于上述问题,本文发展了基于数值模拟方法的灵活性测定方法,以计算混凝土样本的应力强度因子和断裂韧性。 测试示例的结果表明,使用数值模拟实验方法实际上是可行的,有效地在柔性C和混凝土样本的裂缝长度A之间获得关系曲线,进一步得到应力强度因子和断裂韧性 在最终的负荷下。

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