A coupled constitutive model for fracture in plain concrete based on continuum theory with non-local softening and eXtended Finite Element Method

Finite Elements in Analysis and Design

Volumn 114, Issue , 2016, Pages 1-21

  Bobiński, Jerzy ^a   Tejchman, Jacek ^a  

^a GDANSK UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

Continuous discontinuous cracks; Damage mechanics; Elasto plasticity; Non locality; XFEM

Indexed keywords

BENCHMARKING; CONCRETES; CONSTITUTIVE MODELS; CONTINUUM MECHANICS; CRACK PROPAGATION; CRACKS; FRACTURE; PLASTICITY;

ASSOCIATED FLOW RULE; CHARACTERISTIC LENGTH; CONTINUOUS DISCONTINUOUS; DAMAGE MECHANICS; EXTENDED FINITE ELEMENT METHOD; MIXED-MODE CONDITIONS; NONLOCALITIES; XFEM;

FINITE ELEMENT METHOD;

EID: 84958955959     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2016.02.001     Document Type: Article

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