Statistical Damage Constitutive Model for Rocks Considering Residual Strength
Abstract
Statistical damage constitutive models (SDCMs) have been widely employed to describe the mechanical response of strain-softening rock, especially in brittle failure under moderate confining pressure. The residual strength, referring to the strength of strain-softening rock in the postpeak region, has not been accurately considered in present works. In this study, an extended definition of damage was proposed based on the fact that the intact...
Paper Details
Title
Statistical Damage Constitutive Model for Rocks Considering Residual Strength
Published Date
Jan 1, 2017
Volume
17
Issue
1
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