Failure modes and serviceability of high strength self compacting concrete deep beams

Engineering Failure Analysis

Volumn 18, Issue 8, 2011, Pages 2272-2281

  Mohammadhassani, Mohammad ^a   Jumaat, Mohd Zamin ^a   Ashour, Ashraf ^b   Jameel, Mohammed ^a  

^a UNIVERSITY OF MALAYA   (Malaysia)

^b UNIVERSITY OF BRADFORD   (United Kingdom)

Author keywords

Deep beams; Failure; High strength self compacting concrete; Strains; Stresses

Indexed keywords

ACI CODE; COMPRESSION STRUTS; CONCRETE SURFACE; CRACK LENGTH; CRACK WIDTH; DEEP BEAM; FAILURE LOAD; FLEXURAL CRACKS; HIGH STRENGTH; INCLINED CRACK; LARGE DEFLECTION; LONGITUDINAL TENSILE; NEUTRAL AXIS; PEAK LOAD; SELF COMPACTING CONCRETE; SHALLOW BEAMS; STRAIN DISTRIBUTIONS; TENSILE BAR; ULTIMATE FAILURE; WEB REINFORCEMENT;

CRACK PROPAGATION; CRACKS; ELASTICITY; REINFORCEMENT; STRAIN; STRUCTURAL DESIGN; STRUTS; TENSILE STRENGTH; USER INTERFACES;

FAILURE ANALYSIS;

EID: 80054736099     PISSN: 13506307     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engfailanal.2011.08.003     Document Type: Article

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