Theoretical and experimental bifurcation analysis of rock under plane strain compression

被引:0
|
作者
Kang Qinrong [1 ,2 ]
Zhang Weizhong [1 ]
Huang Gun [2 ]
Zhang Dianji [1 ]
机构
[1] Wuhan Inst Technol, Sch Xingfa Min Engn, Wuhan 430073, Hubei, Peoples R China
[2] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
基金
中国国家自然科学基金;
关键词
Plane strain; Plane strain apparatus for rock; Shear band; Bifurcation; GRANULAR-MATERIALS; LOCALIZATION; SAND; STABILITY;
D O I
10.1007/s12517-019-4911-1
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
A new plane strain apparatus for rock testing was designed and built, and a series of plane strain tests on sandstone was performed. The formation and orientation of localization in sandstone were studied theoretically within the framework of equilibrium bifurcation theory. Corresponding elastoplastic constitutive models with nonlinear yield and potential functions were developed and fitted on the plane strain test data. The inclination of the shear band and the bifurcation point were predicted using the acoustic tensor method. The comparison of the computational and experimental results indicates that the initiation of a shear band predicted by a two-dimensional model could occur within the strain hardening region (i.e. prior to the peak stress), and the predicted orientations of the shear bands agreed qualitatively with those measured.
引用
收藏
页数:10
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