摘要
利用边界元法来探讨各向异性大理岩的裂纹传播特性,如应力强度因子与裂纹倾角及材料各向异性的关系、裂纹初始开裂角度与裂纹传播路径的预测及仿真分析。将边界元法结合最大围压断裂准则来预测各向异性材料的裂纹初始开裂角度及模拟各向异性材料的裂纹传播路径,并将数值分析结果与前人的初始开裂角度及试验所观察的传播路径得到的结果进行比较,研究结果表明,数值分析结果与试验结果均较为吻合。因此,所提出的裂纹传播方式可准确地分析各向同性及各向异性材料的裂纹传播特性。
The development of a unified numerical framework based on the boundary element method(BEM) for modeling crack propagation behavior in anisotropic rock is presented. The BEM formulation combined with the maximum circumferential stress criterion is used to predict the crack initiation angles and to simulate the crack propagation paths. To demonstrate the proposed BEM procedure to predict crack propagation in anisotropic rock, the propagation path in cracked straight-through Brazilian disc(CSTBD) specimen is numerically predicted and compared with the actual laboratory observations. Good agreement is found between the two approaches. It is therefore concluded that the proposed BEM procedure can accurately simulate the process of crack propagation for anisotropic rock.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2010年第1期34-42,共9页
Chinese Journal of Rock Mechanics and Engineering
关键词
岩石力学
应力强度因子
各向异性
边界元法
裂纹传播
rock mechanics, stress intensity factors(SIFs)
anisotropic: boundary element method(BEM)
crackpropagation