Punching shear strength of steel fibre reinforced concrete slabs

Engineering Structures

Volumn 40, Issue , 2012, Pages 83-94

  Maya, L F ^a   Fernandez Ruiz M ^a   Muttoni, A ^a   Foster, S J ^b  

^a EPFL   (Switzerland)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Critical shear crack theory; Design models; Fibre reinforced concrete; Punching; Variable Engagement Model

Indexed keywords

CRITICAL SHEAR CRACK THEORIES; DEFORMATION CAPACITY; DESIGN EQUATION; DESIGN MODELS; EXPERIMENTAL DATA; FIBRE REINFORCED CONCRETE; HEADED STUD; MECHANICAL MODEL; PUNCHING SHEAR CAPACITY; PUNCHING SHEAR STRENGTH; PUNCHING STRENGTH; REINFORCING STEELS; SHEAR BEHAVIOUR; STEEL FIBRE REINFORCED CONCRETE; STEEL FIBRE REINFORCEMENT; ULTIMATE STRENGTH; VARIABLE ENGAGEMENT;

CONCRETE SLABS; PUNCHING; REINFORCED CONCRETE; REINFORCEMENT; SHOTCRETING; STEEL FIBERS; STUDS (FASTENERS);

COLUMNS (STRUCTURAL);

CONCRETE STRUCTURE; DEFORMATION; DESIGN; MODEL VALIDATION; NUMERICAL MODEL; REINFORCED CONCRETE; REINFORCEMENT; SHEAR STRENGTH; STEEL STRUCTURE;

EID: 84860744176     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.02.009     Document Type: Article

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