Nonlinear deterioration model for bond interfacial fracture energy of FRP-Concrete joints in moist environments

Journal of Composites for Construction

Volumn 13, Issue 1, 2009, Pages 53-63

  Ouyang, Zhenyu ^a   Wan, Baolin ^b  

^a LOUISIANA STATE UNIVERSITY   (United States)

^b Marquette University   (United States)

Author keywords

Bonding; Concrete; Cracking; Deterioration; Fiber reinforced polymers; Moisture

Indexed keywords

BOND INTERFACES; BOND MECHANISMS; COHESIVE ZONE MODELS; CRACKING; DETERIORATION MODELS; EXPERIMENTAL DATUM; FIBER REINFORCED POLYMERS; INTERFACE SEPARATIONS; INTERFACIAL FRACTURE ENERGIES; LOAD-DISPLACEMENT CURVES; MODIFIED DOUBLE CANTILEVER BEAMS; MOIST ENVIRONMENTS; MOISTURE DIFFUSIONS; MOISTURE EXPOSURES; NON-LINEAR INTERFACE ELEMENTS; RELATIVE HUMIDITIES; SPECIMEN DIMENSIONS; TIME DEPENDENTS; TRACTION LAWS;

ATMOSPHERIC HUMIDITY; CANTILEVER BEAMS; DETERIORATION; FIBER REINFORCED PLASTICS; FRACTURE; FRACTURE ENERGY; INTERFACIAL ENERGY; MOISTURE; PHOTORESISTS; POLYMERS; TRACTION (FRICTION);

REINFORCED PLASTICS;

BEAMS; BONDING; CONCRETE; CRACKS; DEGRADATION; DURABILITY; ENERGY; FIBERS; FRACTURE; HUMIDITY; MOISTURE; PLASTICS; POLYMERS; REINFORCEMENT; SIMULATION; TRACTION;

EID: 65649105854     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2009)13:1(53)     Document Type: Article

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