Punching shear strength of reinforced concrete slabs without transverse reinforcement

ACI Structural Journal

Volumn 105, Issue 4, 2008, Pages 440-450

  Muttoni, Aurelio ^a  

^a EPFL   (Switzerland)

Author keywords

Critical shear crack; Interior slab column connection; Punching shear; Two way shear

Indexed keywords

BUILDING MATERIALS; COLUMNS (STRUCTURAL); CONCRETE BLOCKS; CONCRETE PRODUCTS; CONCRETE REINFORCEMENTS; CONCRETE SLABS; FORMING; PUNCHING; REINFORCED CONCRETE; REINFORCEMENT; ROTATION; STRENGTH OF MATERIALS;

AMERICAN CONCRETE INSTITUTE (ACI); COEFFICIENT OF VARIATION (COV); DESIGN CODES; EXPERIMENTAL TESTING; FAILURE CRITERION; FLAT SLABS; MECHANICAL MODELLING; PARAMETRIC STUDIES; PUNCHING SHEAR; PUNCHING SHEAR STRENGTH; REINFORCED CONCRETE SLABS; REINFORCEMENT RATIOS; SHEAR CRACKS; SIZE EFFECTS; STRENGTH (IGC: D5/D6); TRANSVERSE REINFORCEMENT;

SHEAR STRENGTH;

EID: 48949116727     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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