Article ID Journal Published Year Pages File Type
278108 International Journal of Solids and Structures 2012 18 Pages PDF
Abstract

With reference to the experimental observation of crack initiation and propagation from pre-existing flaws in rock specimens under compression, the influences of pre-existing flaw inclination angle on the cracking processes were analyzed by means of finite element method (FEM) and non-linear dynamics method. FEM analysis on the stress field distribution induced by the presence of a pre-existing flaw provided better understanding for the influence of flaw inclination angle on the initiation position and initiation angle of the potential cracks. Numerical analysis based on the non-linear dynamics method was performed to simulate the cracking processes. The resultant crack types, crack initiation sequences and the overall crack pattern were different under different loading conditions. Under a relatively low loading rate or a small magnitude of maximum loading pressure, tensile cracks would tend to initiate prior to shear cracks. In contrast, under a relatively high loading rate and a large magnitude of maximum loading pressure, shear cracks would tend to initiate prior to tensile cracks instead.

► Pre-existing flaw inclination angle has influences on crack initiation position. ► Pre-existing flaw inclination angle has influences on crack propagation processes. ► Pressure loading rate has influences on crack initiation sequence and propagation. ► Maximum pressure has influences on crack initiation and crack type.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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