Influence of longitudinal reinforcement on one-way shear in slabs and wide beams

Journal of Structural Engineering

Volumn 135, Issue 1, 2009, Pages 78-87

  Lubell, Adam S ^a   Bentz, Evan C ^b   Collins, Michael P ^b  

^a UNIVERSITY OF ALBERTA   (Canada)

^b UNIVERSITY OF TORONTO   (Canada)

Author keywords

Concrete beams; Concrete slabs; Reinforced concrete; Shear tests; Steel

Indexed keywords

CAPACITY MODELS; CONCRETE BEAMS; DESIGN IMPLICATIONS; EXPERIMENTAL TESTS; FLEXURAL REINFORCEMENTS; LONGITUDINAL REINFORCEMENTS; MODIFIED COMPRESSION FIELD THEORIES; REINFORCED CONCRETE MEMBERS; REINFORCEMENT RATIOS; REINFORCEMENT STRAINS; RESEARCH GROUPS; SHEAR CAPACITIES; SHEAR MODELS; SHEAR TESTS; SIZE EFFECTS; STRAIN EFFECTS; WIDE BEAMS;

BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CONCRETE BLOCKS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; CONCRETE SLABS; REINFORCED CONCRETE; STEEL;

REINFORCEMENT;

EID: 58149230906     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2009)135:1(78)     Document Type: Article

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