不同裂隙相对张开度条件下类岩石材料断裂试验与破坏机理
首发时间:2009-07-02
摘要:在伺服控制单轴加载系统下对含有一条水平裂隙的类岩石试件进行加载试验,在对实验过程及现象深入分析的基础上,结合数值分析结果,探索单压条件下含有一条水平裂隙的类岩石材料断裂损伤破坏机制。为描述裂隙形态,引入相对张开度的概念,并规定其为裂隙张开度与裂隙长度的比值;试验和数值分析结果表明:以相对张开度b=0.005为分界点,根据b的取值变化,裂隙体呈现出两种不同的破坏模式——裂隙尖端屈服破坏和裂隙中部受拉破坏;b取值较小时,水平裂隙尖端邻域应力强度可以应用线弹性断裂力学渐进应力场折减后计算,b取值较大时,裂隙体的破坏始于水平裂隙中部材料受横向拉时微裂纹的出现,此时线弹性断裂力学不再适用。
关键词: 相对张开度 类岩石材料 水平裂隙 断裂破坏机制 线弹性断裂力学
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Fracture test and Failure mechanism of rock-like material on the term of different relatively fracture apertures
Abstract:In the system of uniaxial loading with servo control, a loading test on the rock-like samples with a horizontal fissure was made to explore wreck mechanism with rapture of rock-like materials with single-pressure, by in-deep analysis of the experimental progress and phenomenon, and combining with the results of numerical analysis. For the description of fracture morphology, the concept of relative open degree-b- was introduced, and its value was equal to the ratio of fracture apertures with fracture length. According to the result of experiment and numerical analysis, it shows that: b=0.005 can be set as the cut-off point. Over and under this value, there were two different kinds of failure model, tip yield damage and central tension damage of crack respectively. When b is smaller, we can get the stress intensity distributing in the neighborhood of crack tips basing on the formula of the stress field, but we should do the strength–reduction with the theoretical value calculated according to the theory of linear elastic fracture mechanics. While b is bigger, the failure of cracked sample started from the appearance of micro-crack, which was made by the transverse tensile in the middle of the horizontal crack. In this case, the linear elastic fracture mechanics is not applicable.
Keywords: Relatively fracture apertures Rock-like material Horizontal crack Fracture failure mechanism Linear elastic fracture mechanics
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不同裂隙相对张开度条件下类岩石材料断裂试验与破坏机理
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