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Universal behaviour in compressive failure of brittle materials.
1Department of Earth Sciences, Dartmouth College, Hanover, New Hampshire 03755, USA. carl.renshaw@darmouth.edu
Nature
|August 31, 2001
Summary
Brittle failure in rock and ice is limited by crack initiation and propagation. A new quantitative model explains brittle-ductile transitions and compressive strength using measurable mechanical parameters.
Area of Science:
- Geophysics
- Materials Science
- Solid Mechanics
Background:
- Brittle failure limits compressive strength in rock and ice under rapid loading and low confinement.
- Ductile failure occurs at higher confinement or slower loading, crossing the brittle-ductile transition.
- Existing models for brittle failure localization include wing crack linkage or microcolumn buckling.
Purpose of the Study:
- To analyze a proposed mechanism for brittle failure localization in crystalline materials.
- To develop a quantitative model for brittle compressive strength and the brittle-ductile transition.
- To provide evidence for universal brittle failure processes.
Main Methods:
- Analysis of a bending-induced failure mechanism in microcolumns between secondary cracks.
- Development of a closed-form quantitative model based on measurable mechanical parameters.
- Comparison of model predictions with experimental data from various crystalline materials.
Main Results:
- The proposed mechanism explains brittle failure localization under low to moderate confinement.
- The developed model accurately predicts brittle compressive strength.
- Model predictions align with experimental data for the brittle-ductile transition across different materials.
Conclusions:
- The study presents a quantitative model for brittle failure based on microcolumn bending.
- The model demonstrates consistency with experimental data, supporting universal brittle failure processes.
- The findings highlight the broad applicability of the model to crystalline materials.
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