A micromechanical damage model for rocks and concretes under triaxial compression
type: Item
instance of: scholarly article
title: A micromechanical damage model for rocks and concretes under triaxial compression
zbMATH Open document ID: 1160.74033
author: Zhongjun Ren
author: X. Peng
author: Ning Hu
author: Chun-He Yang
published in: Applied Mathematics and Mechanics. (English Edition)
publication date: 2009-05-04T00:00:00Z
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 74R99
Mathematics Subject Classification ID: 74M25
zbMATH DE Number: 5550599
zbMATH Keywords: mixed fracture criterion
zbMATH Keywords: energy balance approach
zbMATH Keywords: compliance tensor
zbMATH Keywords: Taylor scheme
MaRDI profile type: Publication
full work available at URL: s10483-009-0306-z
OpenAlex ID: W2015885378
cites work: Overall moduli of solids with microcracks: load-induced anisotropy
cites work: A new damage model for microcrack-weakened brittle solids
cites work: Effective Elastic Moduli of Two-Dimensional Brittle Solids With Interacting Microcracks, Part I: Basic Formulations
cites work: Q4070500
cites work: Elastic moduli of a cracked solid
cites work: Brittle failure in compression: splitting faulting and brittle-ductile transition
DOI: 10.1007/S10483-009-0306-Z
description: scientific article; zbMATH DE number 5550599