A multiparameter damage constitutive model for rock based on separation of tension and shear

DOI10.1155/2015/821093zbMath1394.74120OpenAlexW1521551285WikidataQ59119556 ScholiaQ59119556MaRDI QIDQ1666662

YanHui Yuan, Ming Xiao

Publication date: 27 August 2018

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

Full work available at URL: https://doi.org/10.1155/2015/821093

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Cites Work

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• A coupled elastoplastic damage model for geomaterials
• On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects
• Development of an approach to constitutive modelling of concrete: isotropic damage coupled with plasticity
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• Strain- and stress-based continuum damage models. I. Formulation
• Nonlocal models for damage and fracture: Comparison of approaches
• Investigation of a Zienkiewicz-Pande yield surface and an elastic-viscoplastic boundary element formulation
• Constitutive model with strain softening
• Non-local damage model based on displacement averaging

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