A Fractional Nonlinear Creep Damage Model for Transversely Isotropic Rock

被引:0
|
作者
Hao Kou
Chuan He
Wenbo Yang
Fangyin Wu
Zihan Zhou
Jianfeng Fu
Longge Xiao
机构
[1] Southwest Jiaotong University,Key Laboratory of Transportation Tunnel Engineering, Ministry of Education
[2] Sichuan Mianjiu Expressway Co.,undefined
[3] Ltd.,undefined
[4] China State Construction Engineering Corporation Co.,undefined
[5] Ltd.,undefined
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关键词
Transversely isotropic; Creep damage model; Time-dependent behavior; Phyllite;
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暂无
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学科分类号
摘要
Transversely isotropic layered rock is widely distributed in nature. To better describe the time-dependent entire creep characteristics for transversely isotropic rock, a simple nonlinear damage creep model is derived based on fractional order theory, which consists of a Hooke elastomer, a fractional Abel dashpot, a fractional nonlinear damage dashpot, and can effectively describe the characteristics of primary creep, steady-state creep and accelerating damage creep. Assuming that Poisson's ratio is constant, the creep equation of isotropic rock is extended to transversely isotropic rock, and the nonlinear damage creep model for transversely isotropic rock is established. Step-wise loading triaxial creep tests of phyllite specimens with three kinds of bedding angles (0°, 45° and 90°) are carried out, and it is found that there are significant differences in creep deformation and failure characteristics under different bedding angles. The parameters of the creep model at each bedding angle are identified using the Universal Global Optimization method. By comparing the Nishihara model, the modified Nishihara model and experimental data, it shows that the creep model in this paper are highly consistent with the experimental data under different bedding angles, load levels and creep stages, and the accuracy and rationality of the model are verified.
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页码:831 / 846
页数:15
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