Numerical simulation on shear capacity and post-peak ductility of reinforced high-strength concrete coupled with autogenous shrinkage

Journal of Advanced Concrete Technology

Volumn 9, Issue 1, 2011, Pages 73-88

  Gebreyouhannes, Esayas ^a   Maekawa, Koichi ^b  

^a ADDIS ABABA UNIVERSITY   (Ethiopia)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

AUTOGENOUS SHRINKAGE; CRACK PATTERNS; CRACK PLANE; HIGH STRENGTH CONCRETES; INITIAL STRESS; MULTI-DIRECTIONAL; NON-LINEAR FINITE ELEMENTS; PLAIN CONCRETE; POST-PEAK; SELF-INDUCED STRESS; SHEAR CAPACITY; SHEAR PERFORMANCE; SHEAR TRANSFER; SHRINKAGE STRAINS; STRESS TRANSFER; STRUCTURAL CONCRETES; SYSTEMATIC EXPERIMENT; VOLUMETRIC CHANGES;

CRACKS; DUCTILITY; FINITE ELEMENT METHOD;

SHRINKAGE;

EID: 80053114136     PISSN: 13468014     EISSN: None     Source Type: Journal    
DOI: 10.3151/jact.9.73     Document Type: Article

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