Modelling the FRP-concrete delamination by means of an exponential softening law

Engineering Structures

Volumn 33, Issue 6, 2011, Pages 1988-2001

  Cornetti, P ^a   Carpinteri, A ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Cohesive models; Debonding; Exponential softening; Fracture mechanics; FRP; Shear lag models

Indexed keywords

ANALYTICAL MODEL; ANALYTICAL SOLUTIONS; BOND SLIPS; CLOSED-FORM ANALYTICAL SOLUTIONS; COHESIVE LAWS; COHESIVE MODEL; CONCRETE DELAMINATION; CONCRETE STRUCTURES; EXPERIMENTAL DATA; EXPONENTIAL SOFTENING; FIBRE REINFORCED POLYMERS; FRP; INTERFACIAL SHEAR STRESS; KEY FACTORS; LOAD-DISPLACEMENT RESPONSE; PARAMETRIC ANALYSIS; REHABILITATION STRATEGY; SHEAR LAG MODELS; SIZE EFFECTS; STRUCTURAL BEHAVIOUR;

BOND LENGTH; DEBONDING; FIBER OPTIC SENSORS; FRACTURE; FRACTURE MECHANICS; MATHEMATICAL MODELS; SHEAR STRESS; STRESS ANALYSIS; STRESS CONCENTRATION;

ELASTICITY;

DELAMINATION; FRACTURE MECHANICS; MODELING; POLYMER; REINFORCED CONCRETE; SHEAR STRESS; STIFFNESS;

EID: 79955042492     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.02.036     Document Type: Article

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