›› 2011, Vol. 32 ›› Issue (7): 2211-2218.

• Numerical Analysis • Previous Articles     Next Articles

Stress return mapping algorithm of Hoek-Brown criterion in principal stress space and its redevelopment

CHEN Pei-shuai1,CHEN Wei-zhong1,JIA Shan-po1, 2,YANG Jian-ping1   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China
  • Received:2010-02-01 Online:2011-07-10 Published:2011-06-30

Abstract: In the course of implementing elastoplastic model in the FEM, it is necessary to carry out the process of stress return mapping algorithm. It may be not converging at singular points in three-dimensional space. The transforming method in principal stress space is put forward to overcoming this shortcoming. Also, the process of determining the region of return mapping is analyzed. At last, the consistent stiffness matrix is deduced. Based on the implicit algorithm in principal stress space, the UMAT subroutine of the Hoek-Brown model is developed in ABAQUS with the Fortran programming language. Through the example of triaxial compression test, it is easy to verify the feasibility and accuracy of this method by comparing the result with Mohr-Coulomb criterion in ABAQUS.

Key words: Hoek-Brown criterion, ABAQUS, UMAT, return mapping algorithm in principal stress space

CLC Number: 

  • TU 45
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