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Stury of Post-Failure Constitutive Relation Based on SMP Criterion
In this paper, based on SMP criteria, combination of strain softening of rock material mechanics theory, the after peak friction angle φ for the intermediate variables, the residual strain ε to express the after peak nonlinear elastic modulus E, and finally establish a unified non-linear constitutive model of the rock peak residual stress. Combination Xiao Guanzhuang Eastern Mine typical breakdown rock of diorite triaxial test , get stress-strain curves for different confining pressures by this model. It shows that peak constitutive relation of this study can simulate the experimental results, prove the rationality of the model.
Stury of Post-Failure Constitutive Relation Based on SMP Criterion
In this paper, based on SMP criteria, combination of strain softening of rock material mechanics theory, the after peak friction angle φ for the intermediate variables, the residual strain ε to express the after peak nonlinear elastic modulus E, and finally establish a unified non-linear constitutive model of the rock peak residual stress. Combination Xiao Guanzhuang Eastern Mine typical breakdown rock of diorite triaxial test , get stress-strain curves for different confining pressures by this model. It shows that peak constitutive relation of this study can simulate the experimental results, prove the rationality of the model.
Stury of Post-Failure Constitutive Relation Based on SMP Criterion
Advanced Materials Research ; 790 ; 405-409
04.09.2013
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Stury of Post-Failure Constitutive Relation Based on SMP Criterion
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