›› 2004, Vol. 25 ›› Issue (2): 203-206.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Simulating tension crack of rock masses by block element method

LI Yong-ming, CHEN Sheng-hong, WANG Jun-xing   

  1. School of Water Resources and Hydropower, Wuhan University, Wuhan 430072, China
  • Received:2002-10-31 Online:2004-02-10 Published:2014-07-15

Abstract: Based on the hierarchical block element method presented earlier, a new concept of subordinate cover and a method to simulate the tension crack in rocky block are proposed. In the new method, each block and its covering element are conceptually divided into many cells that are called as the subordinate covers. The smeared crack model is introduced to the cracked cell and the cracking is regarded as a viscoplastic flow procedure. The out-of-balanced or residual forces arisen in cracking are transferred and the structures will get to equilibrium through the iteration. Thus, both the structural discontinuities and the tension crack propagation of rocky block can be effectively taken into account. Numerical examples show that the proposed method can give reasonable results.

Key words: tension crack, block element method, subordinate cover

CLC Number: 

  • TU 457
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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