Two-dimensional nonlinear finite element analysis of monotonically and non-reversed cyclically loaded RC beams

Engineering Structures

Volumn 29, Issue 11, 2007, Pages 2921-2934

  Au, F T K ^a   Bai, Z Z ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Equivalent uniaxial stress strain relationship; Monotonic loading; Non reversed cyclic loading; Nonlinear analysis; Reinforced concrete beams; Smeared crack approach

Indexed keywords

BENDING STRENGTH; CONSTITUTIVE MODELS; CRACKS; CYCLIC LOADS; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; SHEAR STRENGTH; SLIP FORMING; STRESS-STRAIN CURVES; STRUCTURAL LOADS;

BOND-SLIP EFFECT; CRACK BANDS; MONOTONIC LOAD;

CONCRETE BEAMS AND GIRDERS;

BENDING STRENGTH; CONCRETE BEAMS AND GIRDERS; CONSTITUTIVE MODELS; CRACKS; CYCLIC LOADS; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; SHEAR STRENGTH; SLIP FORMING; STRESS-STRAIN CURVES; STRUCTURAL LOADS;

CRACK; CYCLIC LOADING; DISPLACEMENT; FINITE ELEMENT METHOD; REINFORCED CONCRETE; STRESS-STRAIN RELATIONSHIP; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE;

EID: 35448939539     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.12.009     Document Type: Article

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