Computational modelling of fracture propagation in rocks using a coupled elastic-plasticity-damage model

DOI10.1155/2016/3231092zbMath1400.74075OpenAlexW2400489816WikidataQ59130832 ScholiaQ59130832MaRDI QIDQ1792966

Rashid K. Abu Al-Rub, Isa Kolo, Rita L. Sousa

Publication date: 12 October 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2016/3231092

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10) Brittle damage (74R05)

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A nonlocal damage model for concrete with three length scales

Cites Work

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• Computational methods for fracture in brittle and quasi-brittle solids: state-of-the-art review and future perspectives
• Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression
• On the coupling of anisotropic damage and plasticity models for ductile materials.
• An anisotropic gradient damage model for quasi-brittle materials
• A plasticity and anisotropic damage model for plain concrete
• ANISOTROPIC DAMAGE MODELS FOR GEOMATERIALS: THEORETICAL AND NUMERICAL CHALLENGES
• Statistical Damage Mechanics— Part I: Theory

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