A micromechanical damage model for rocks and concretes under triaxial compression

DOI10.1007/s10483-009-0306-zzbMath1160.74033OpenAlexW2015885378MaRDI QIDQ1016205

Zhongjun Ren, Xianghe Peng, Ning Hu, Chunhe Yang

Publication date: 4 May 2009

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10483-009-0306-z

zbMATH Keywords

compliance tensorTaylor schemeenergy balance approachmixed fracture criterion

Mathematics Subject Classification ID

Micromechanics of solids (74M25) Fracture and damage (74R99) Soil and rock mechanics (74L10)

Cites Work

• Unnamed Item
• Elastic moduli of a cracked solid
• Overall moduli of solids with microcracks: load-induced anisotropy
• Brittle failure in compression: splitting faulting and brittle-ductile transition
• A new damage model for microcrack-weakened brittle solids
• Effective Elastic Moduli of Two-Dimensional Brittle Solids With Interacting Microcracks, Part I: Basic Formulations

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