Path-dependent three-dimensional constitutive laws of reinforced concrete - Formulation and experimental verifications

Structural Engineering and Mechanics

Volumn 5, Issue 6, 1997, Pages 743-754

  Maekawa, Koichi ^a   Irawan, Paulus ^b   Okamura, Hajime ^a  

^a UNIVERSITY OF TOKYO   (Japan)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Confinement; Constitutive law; Cyclic action; Nonlinear analysis; Smeared crack

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; CRACK INITIATION; ELASTOPLASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHELLS (STRUCTURES); STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

CONSTITUTIVE LAW; NONLINEAR ANALYSIS;

REINFORCED CONCRETE;

EID: 0031268641     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.1997.5.6.743     Document Type: Article

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