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花岗岩动态断裂韧性的试验研究以及有限元分析
Research on Dynamic Fracture Toughness of Granite and Finite Element Analysis
【作者】 高远;
【导师】 宫能平;
【作者基本信息】 安徽理工大学 , 工程力学, 2012, 硕士
【摘要】 随着科技的发展,裂纹在动态载荷下的稳定性问题变得日趋重要,关于材料动态断裂问题的试验技术和理论研究已成为多年以来学术界普遍关注的热点。然而由于问题的复杂性,至今都没有形成一个公认的,规范的裂纹动态起始判据,对这个问题还需要进行大量的、长时间的研究。目前动态断裂韧性的测试和表征大多集中在金属材料,然而矿产资源的开发等均涉及岩石类材料,岩石的稳定与破坏是岩石力学研究的两大问题。为了预防在地下工程结构出现岩石爆裂造成的灾难性的破坏,因此很有必须了解岩石材料的动态力学性能进而提供研究其动态破坏机理的方法。本文提出使用中心裂纹圆盘试件来测试脆性材料的动态断裂韧性。中心裂纹圆盘试件能够方便的实现纯Ⅰ型、纯Ⅱ型和Ⅰ+Ⅱ复合型加载条件,且应力强度因子具有解析解,故在脆性材料断裂韧性测试方面得到了广泛的关注。通过对岩石试件进行纯Ⅰ型的加载试验,利用试件两端的平均载荷推广准静态下应力强度因子用于动态情形,计算得到了花岗岩在不同速率下动态断裂韧性;计算结果表明该批花岗岩断裂韧性在5-17MPa-m1/2之间,在5×104-25×104MPa·m1/2·s-1的加载速率范围内,随着加载速率的增加,岩石的断裂韧性也随之增加,大致呈现线性增加趋势,但随着加载速率的增大动态断裂韧性增加趋势明显减弱。本文以实测的载荷时间历程为输入,即将实测载荷转化为相应的压力载荷施加在入射杆带入有限元进行计算,由有限元计算结果直接得到裂尖处的动态数值解进而得到动态断裂韧性。从数值计算结果和试验结果对比可以看出,在平均加载速率为6.57×104MPa·m1/2·s-1下,花岗岩的动态断裂韧性为7.42MPa-m1/2,有限元计算结果与试验所得动态断裂韧度误差平均为6.2%。这说明用试件两端的平均载荷代入计算,推广准静态公式用于动态情形是可行的。
【Abstract】 With the development of science and technology, the stability problem of the crack under the dynamic loading are becoming increasing important. Theoretical and Experimental technology research on the dynamic fracture problem cause great attention in academic for many years. However, due to the complexity of the problem there has no formed recognition or standardized criterion on this issue so it still needs lots of time to study. Dynamic fracture toughness testing and characterization are mostly concentrated on the metal material and the exploitation of mineral resources involved in the rock material, the stability and destruction are the two major problems of rock mechanic studies. In order to avoid the possibility of disaster, we must understand the mechanism dynamic failure and study the dynamic mechanical properties.In this paper, the central cracked circular disk specimens were used to study the dynamic fracture toughness of brittle materials.The CCCD specimen has been widely used to test the fracture toughness subjected to pure mode I,pure mode II and mixed-mode loading. We promote the equation of quasi-static stress intensity factor for dynamic fracture toughness calculation.the maximum load under the balance dynamic force was substituted into the equation to get the value of dynamic fracture toughness. The results show that the fracture toughness is between5-17MPa-m1/2and the loading rate range from5×104-25x104MPa· m1/2·s-1, with increasing loading rate, Test verified the dynamic fracture toughness and loading rate has good correlation,In this paper, The load used in finite element computation is an average load of test. Dynamic finite element analysis is carried out to determine the SIF evolution,and then get the fracture toughness. In spite of an average error of6.2%between the finite element results and test processing,the dynamic fracture toughness of granite is7.42MPa·w1/2with an average loading rate of6.57×104MPa·m1/2s-1.It is feasible to promote the quasi-static formula to the dynamic situation.
【Key words】 granite; dynamic fracture toughness; finite element; numerical simulation;