Chapter
Jul 21, 2016
Microstructural Damage-Induced Localized Fracturing of Brittle Rocks
Authors: Tao Xu [email protected], Shengqi Yang, Mike Heap [email protected], Chongfeng Chen [email protected], and Tianhong Yang [email protected]Author Affiliations
Publication: Geo-China 2016
Abstract
In this paper, localized damage and failure process of brittle rock in compression is investigated using rock failure process analysis (RFPA) model. The model accounts for material heterogeneity to capture the cooperative interaction between microcracks in the transition from distributed to localized damage and the temporal and spatial evolution of acoustic emission during the progressive damage process. Correspondingly, a series of numerical compressive tests on rock specimens are performed to investigate the damage evolution and localized fracturing of brittle rock. The study shows that heterogeneity and scale of specimen have significant effect on damage localization and failure mode of rock specimens. In addition, post-peak response of stress-strain curve is due to the deformation of the structural elements, and localization means that the descending branch of the stress-strain curve of specimen is size dependent and the stress-strain curve can therefore not be regarded as a pure material property.
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© 2016 American Society of Civil Engineers.
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Published online: Jul 21, 2016
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ASCE Technical Topics:
- Analysis (by type)
- Brittleness
- Continuum mechanics
- Cracking
- Curvature
- Damage (material)
- Engineering fundamentals
- Engineering mechanics
- Failure analysis
- Fracture mechanics
- Geology
- Geometry
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials characterization
- Materials engineering
- Mathematics
- Microstructure
- Rocks
- Solid mechanics
- Stress (by type)
- Stress strain relations
- Structural analysis
- Structural engineering
Authors
Affiliations
Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China. E-mail: [email protected]
Shengqi Yang
Professor, State Key Lab for Geomech. and Deep Underground Engineering, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.
Associate Professor, Équipe de Géophysique Expérimentale, Institut de Physique de Globe de Strasbourg (UMR 7516 CNRS, Université de Strasbourg/EOST), 5 rue René Descartes, 67084 Strasbourg cedex, France. E-mail: [email protected]
Ph.D. Student, Center for Rock Instability & Seismicity Research, Northeastern Univ., Shenyang 110819, China. E-mail: [email protected]
Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China. E-mail: [email protected]
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