Tension stiffening bond modelling of cracked flexural reinforced concrete beams

Journal of Civil Engineering and Management

Volumn 14, Issue 2, 2008, Pages 131-137

  Khalfallah, Salan ^a  

^a UNIVERSITY OF JIJEL   (Algeria)

Author keywords

Bent beams; Bond models; Concrete; Cracked flexural reinforced concrete beams; Reinforcement; Tension stiffening

Indexed keywords

BENDING TESTS; BOND LENGTH; BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE PRODUCTS; EIGENVALUES AND EIGENFUNCTIONS; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; FLOW INTERACTIONS; FRACTURE FIXATION; INTERNET PROTOCOLS; IRON; LAWS AND LEGISLATION; LINEAR PROGRAMMING; MODAL ANALYSIS; NONLINEAR PROGRAMMING; ONE DIMENSIONAL; REINFORCED CONCRETE; REINFORCEMENT; STEEL; STRESS CONCENTRATION; STRESSES; STRUCTURAL DESIGN;

BOND SLIPS; BOND STRESSES; ENERGY CHANGES; EXPERIMENTAL RESULTS; FLEXURAL CRACKS; IN ORDER; NEW APPROACHES; NON-LINEAR FINITE-ELEMENT ANALYSIS; NON-LINEAR MATERIALS; NUMERICAL APPROACHES; NUMERICAL MODELLING; ONE DIMENSIONAL PROBLEMS; PROPERTY (S); PULL-OUT; PUSH OUT TESTS; REINFORCED CONCRETE (RC) BEAMS; REINFORCED CONCRETE (RC) STRUCTURES; REINFORCING BARS; STEEL-CONCRETE; TENSION STIFFENING; TRANSFER LENGTHS;

CONCRETES;

EID: 45749117142     PISSN: 13923730     EISSN: None     Source Type: Journal    
DOI: 10.3846/1392-3730.2008.14.8     Document Type: Article

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