A thermodynamically consistent nonlocal damage model for concrete materials with unilateral effects-Reference-Cited by-同舟云学术

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A thermodynamically consistent nonlocal damage model for concrete materials with unilateral effects

Published:2015-12 Issue: Volume:297 Page:371-391
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

He Wei^ORCID,Wu Yu-Fei^ORCID,Xu Ying,Fu Ting-Ting

Funder

National Natural Science Foundation of China

Natural Science Foundation of Anhui Province of China

Educational Department of Anhui Province of China

Transportation Science Research Project of Jiangsu Province

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference62 articles.

1. Strain- and stress-based continuum damage models—II. Computational aspects;Simo;Internat J. Solids Struct.,1987

2. Combined plasticity and damage mechanics model for plain concrete;Yazdani;J. Eng. Mech.,1990

3. Plastic-damage model for cyclic loading of concrete structures;Lee;J. Eng. Mech.,1998

4. An energy release rate-based plastic-damage model for concrete;Wu;Internat J. Solids Struct.,2006

5. Theoretical formulation of a coupled elastic–plastic anisotropic damage model for concrete using the strain energy equivalence concept;Voyiadjis;Int. J. Damage Mech.,2009

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