Bond model of NSM-FRP strips in the context of the shear strengthening of RC beams

Journal of Structural Engineering

Volumn 135, Issue 6, 2009, Pages 619-631

  Bianco, Vincenzo ^a   Barros, Joaquim A O ^b   Monti, Giorgio ^a  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

^b UNIVERSITY OF MINHO   (Portugal)

Author keywords

Bonding; Concrete beams; Cracking; Shear strength

Indexed keywords

ANALYTICAL MODEL; BOND MODELS; BOND STRESS; CLOSED-FORM EQUATIONS; CONCRETE BEAMS; CRACKING; DEBONDING FAILURE; FIBER REINFORCED POLYMERS; NEAR SURFACE MOUNTED; RC BEAMS; REINFORCED CONCRETE BEAMS; SHEAR CAPACITY; SHEAR STRENGTHENING; STRUCTURAL ADHESIVE; TENSILE FRACTURES;

BUILDING MATERIALS; COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; DEBONDING; DIGITAL STORAGE; FIBER REINFORCED PLASTICS; FRACTURE; REINFORCED CONCRETE; REINFORCED PLASTICS; RELIABILITY ANALYSIS; SHEAR STRENGTH; STRENGTHENING (METAL);

FAILURE ANALYSIS;

EID: 69249151779     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2009)135:6(619)     Document Type: Article

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