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Comparison of macro-scale and meso-scale elasto-plastic damage failure in rocks |
ZHAO Ji-kun1,ZHANG Zi-ming1,TONG Xitig-hua2,XUE Shi-feng2
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(1. Department of Engineering Mechanics, Hohai University, Nanjing 210098, China;2. College of Transport & Storage and Civil Engineering in China University of Petroleum. t Dongying 257061,Shandong Province,China)
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Abstract: |
In order to consider local plastic deformation with a mesoscopic view in rucks,, an eLasto-plastic damage constitutive model based on incremental theory was deduced in strain space f and the failure elements deleting method was used to simulate crack propagaticm in program so as to explicitly show how cracks extend in rocks. The elasto-plastic damage and failure problem of mode I crack was studied at macro-scale level and meso-scale level respectively. The comparison indicates that the mode 1 crack extending accords with the theory of fracture mechanics at macro-scale level. The study on failure process of rocks at meso-scale level can explain meso-failure mechanism. And rock's macro failure was directly connected with meso damage and failure. The iock's failure process of 3-D numerical simulation was more complicated thsn that of 2-D simulation. The simulated r^&uiit of marble's elastopla.stic damage failure agrees well with the experimental result of three point bending beam of mari>le, which proves that the meso-scale level model was suitable to siinuilate problems of rock's failure. |
Key words: strain-space elasto-plastic damage meso-scale macro-scale rock's failure |
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