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- W2001129296 abstract "In this paper a viscoplastic constitutive model for rocks is proposed in which both yield stress and viscosity undergo variation during the deformation process. The model is initially formulated for a uniaxial stress state; its extension to a general stress state has been also presented. Our model is capable to sufficiently well predict both the pre-peak hardening and post-peak softening response of rock material in compression providing good simulation of material response in both stable and post-critical stages of deformation. Such behaviour can be obtained for both low and high strain rates. In our examples, model parameters are determined from uniaxial compression tests performed on sandstone at different strain rates." @default.
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- W2001129296 date "1998-10-01" @default.
- W2001129296 modified "2023-09-27" @default.
- W2001129296 title "A viscoplastic degradation model for rocks" @default.
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- W2001129296 doi "https://doi.org/10.1016/s0148-9062(98)00012-6" @default.
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