Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams

Engineering Structures

Volumn 22, Issue 5, 2000, Pages 413-423

  Ashour, Samir A ^a  

^a KING ABDULAZIZ UNIVERSITY   (Saudi Arabia)

Author keywords

Beams (supports); Compressive strength; Cracking; Deflection; Ductility; Effective moment of inertia; Flexural rigidity; Flexural strength; High strength concrete; Reinforced concrete; Tensile reinforcement ratio

Indexed keywords

BENDING (DEFORMATION); COMPRESSIVE STRENGTH; CRACK INITIATION; DUCTILITY; REINFORCED CONCRETE; RIGIDITY; TENSILE STRENGTH;

DISPLACEMENT DUCTILITY; FLEXURAL TENSILE REINFORCEMENT RATIO;

CONCRETE BEAMS AND GIRDERS;

EID: 0033875850     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(98)00135-7     Document Type: Article

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