Effect of relative stress on post-peak uniaxial compression fracture energy of concrete

Journal Wuhan University of Technology, Materials Science Edition

Volumn 18, Issue 4, 2003, Pages 89-92

  Xue bin, Wang ^a   Yi shan, Pan ^a  

^a LIAONING TECHNICAL UNIVERSITY   (China)

Author keywords

characteristic length; fracture energy; gradient dependent plasticity; relative stress; thickness of shear band; uniaxial compression

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETES; DUCTILE FRACTURE; FRACTURE ENERGY; PLASTICITY; SHEAR FLOW;

AVERAGE GRAIN DIAMETER; CHARACTERISTIC LENGTH; COMPRESSION FRACTURE; GRADIENT-DEPENDENT PLASTICITY; LOCALISED; POST-PEAK; RELATIVE STRESS; STRAIN-SOFTENING; THICKNESS OF SHEAR BAND; UNI-AXIAL COMPRESSION;

SHEAR BANDS;

EID: 85163586834     PISSN: 10002413     EISSN: 19930437     Source Type: Journal    
DOI: 10.1007/BF02838401     Document Type: Article

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