基于缝端损伤区域的混凝土材料Ⅱ型裂缝扩展角研究
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国家自然科学基金(50878077)


Study of propagation angle of mode Ⅱ crack of concrete material based on damage area at crack tip
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    摘要:

    根据Ⅰ型裂缝和Ⅱ型裂缝在损伤与断裂耦合方面的联系,基于Ⅰ型裂缝的损伤方程推导出更适用于Ⅱ型裂缝的损伤演化方程,得到损伤区域的计算方法。通过损伤梯度研究Ⅱ型裂缝从损伤至开裂阶段裂缝发展方向的变化规律,最终得到Ⅱ型裂缝的扩展角是79°。将该扩展角与经典判据得到的扩展角进行对比,结果表明该方法是可行的。

    Abstract:

    According to research on mode Ⅰ and mode Ⅱ crack damage coupled with fractures, a damage evolution equation that is more suitable for mode Ⅱ cracks was established based on the damage equation of a mode Ⅰ crack. Then, the calculation method for the damage area was obtained. The variation of the direction in which the crack developed was studied using the damage gradient, over a period ranging from damage to cracking of the mode Ⅱ crack. Finally, the propagation angle of the mode Ⅱ crack was determined to be 79°. This propagation angle was compared with that obtained by the classic criterion. The results show that the method used in this study is feasible.

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陈殿华,王向东,邵兵.基于缝端损伤区域的混凝土材料Ⅱ型裂缝扩展角研究[J].河海大学学报(自然科学版),2014,42(3):246-249.(CHEN Dianhua, WANG Xiangdong, SHAO Bing. Study of propagation angle of mode Ⅱ crack of concrete material based on damage area at crack tip[J]. Journal of Hohai University (Natural Sciences),2014,42(3):246-249.(in Chinese))

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  • 收稿日期:2013-04-19
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  • 在线发布日期: 2015-05-20
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