Abstract:The creep strain from the creep tests under triaxial cyclic loading was separated into the viscoelastic and the viscoplastic strain and the rheological models were established accordingly to describe the variation of creep in the attenuation and steady stages. To describe the accelerated creep stage,a damage factor was introduced into the viscoplastic rheological model. As a result,a modified viscos-elastic-plastic creep model was established. The sensitivity of parameters of the model was analyzed. The creep experiment under triaxial cyclic loading on coal with various deviatoric stress levels was carried out and the elastic and plastic strains of coal were analyzed separately. Comparisons between the results obtained from creep model and creep tests showed that the proposed model described the overall rheological deformation of coal under cycle unloading path.
徐 鹏,杨圣奇. 循环加卸载下煤的黏弹塑性蠕变本构关系研究[J]. 岩石力学与工程学报, 2015, 34(03): 537-545.
XU Peng,YANG Shengqi. STUDY OF VISCO-ELASTO-PLASTIC CONSTITUTIVE MODEL OF
COAL UNDER CYCLIC LOADING. , 2015, 34(03): 537-545.
YANG S Q,CHENG L. Non-stationary and nonlinear visco-elastic shear creep model for shale[J]. International Journal of Rock Mechanics and Mining Sciences,2011,48(6):1 011-1 020.
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