Creep and durability of environmentally conditioned FRP-RC beams using fiber optic sensors

Journal of Reinforced Plastics and Composites

Volumn 21, Issue 4, 2002, Pages 351-373

  Singhvi, Aashish ^a   Mirmiran, Amir ^b  

^a i2 Technologies   (United States)

^b North Carolina State University   (United States)

Author keywords

Composites; Concrete; Creep; Durability; Fiber optics; FRP

Indexed keywords

ABSORPTION; COMPOSITE BEAMS AND GIRDERS; COMPRESSIVE STRENGTH; CRACK INITIATION; CREEP; DEGRADATION; DURABILITY; FIBER OPTIC SENSORS; MOISTURE; REINFORCED CONCRETE; SOLUTIONS; STIFFNESS;

ENVIRONMENTAL CONDITIONING; POST-CRACKING STIFFNESS; SALINE SOLUTIONS;

FIBER REINFORCED PLASTICS;

EID: 0036091085     PISSN: 07316844     EISSN: None     Source Type: Journal    
DOI: 10.1177/0731684402021004254     Document Type: Article

References (14)

1. Prediction of concrete creep effects using age-adjusted effective modulus method
2. Time-dependent analysis and design of composite columns
3. Role of deicing salt in pavement deterioration by frost action
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6. Concrete beam testing with optical fiber sensors
7. Mechanical performance of pultruded composite rods with embedded fiber optic sensors
8. Fiber-optic bragg grating sensors for bridge monitoring
9. Durability of fiber reinforced plastic (FRP) rebars and tendons in aggressive environments
10. Durability of fiberglass pretensioned beams
11. Creep and durability of FRP-RC beams under sustained loads and in harsh environments using fiber-optic instrumentation
12. Durability of AR glass fiber reinforced plastic bars
13. Time-dependent behavior of RC members strengthened with FRP laminates
14. Bond creep behavior of FRP rods and their bond strength after sustained loading