Ultimate behavior of CFRP strengthened RC flat slabs under a centrally applied load

Composite Structures

Volumn 72, Issue 1, 2006, Pages 69-78

  Rochdi, E H ^a   Bigaud, D ^a   Ferrier, E ^a   Hamelin, P ^a  

^a UNIVERSITÉ LYON 1   (France)

Author keywords

Analytical model; Biaxial strength; CFRP reinforcement; Dowel effect; Flat slab; Punching shear

Indexed keywords

BOUNDARY CONDITIONS; COMPUTER SIMULATION; CONCRETE REINFORCEMENTS; CONCRETE SLABS; FAILURE (MECHANICAL); LAMINATED COMPOSITES; MATHEMATICAL MODELS; PLASTIC SHEETS; REINFORCED CONCRETE; SHEAR STRENGTH; STEEL; STRUCTURAL LOADS;

ANALYTICAL MODEL; BIAXIAL STRENGTH; COMPOSITE SHEETS; DOWEL EFFECT; FLAT SLAB; PUNCHING SHEAR; REINFORCED CONCRETE SLABS;

CARBON FIBER REINFORCED PLASTICS;

CARBON FIBER; COMPOSITE PROPERTY; LOADING (TESTING);

EID: 28644450751     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2004.10.017     Document Type: Article

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