Abstract
The micromechanical damage model has been developed to better describe multiscale fracture behavior in quasi-brittle rocks. While the deduced yield criterion under tension and compression has been carefully investigated in different stress spaces, it fails to capture a smooth transition from extension to shear fracture and overestimates the tensile strength of the rock. This paper introduces a unified nonlinear yield criterion based on a stress-dependent fracture energy parameter. In particular, the effect of the intermediate principal stress is encapsulated. The proposed yield criterion is then validated in the principal stress space based on a detailed parameter calibration procedure. Subsequently, four verification examples corresponding to Beishan granite, Lac du Bonnect granite, Carrara marble and Berea sandstone are carried out to show a desirable predictive capacity of the proposed yield criterion on progressive failure, extension to compressive-shear fracture transition and fault slip in quasi-brittle rocks.
| Original language | English |
|---|---|
| Article number | 105411 |
| Number of pages | 11 |
| Journal | European Journal of Mechanics, A/Solids |
| Volume | 108.2024 |
| Issue number | November-December |
| Early online date | 31 Jul 2024 |
| DOIs | |
| Publication status | Published - 1 Nov 2024 |
Bibliographical note
Publisher Copyright: © 2024 Elsevier Masson SASKeywords
- Fault slip
- Microcracks
- Micromechanics
- Nonlinear yield criterion
- Quasi-brittle rock
- Shear fracture
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