Fatigue strength degradation of E-glass FRP composites and carbon FRP composites

Construction and Building Materials

Volumn 12, Issue 5, 1998, Pages 311-318

  Demers, Cornelia E ^a  

^a UNIVERSITY OF ARIZONA   (United States)

Author keywords

Axial fatigue; Carbon FRP; CFRP; Composites; E glass FRP; Fatigue

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; FATIGUE TESTING; STRENGTH OF MATERIALS; STRESS ANALYSIS; TENSILE STRENGTH;

AXIAL FATIGUE; CYCLIC LOADING;

GLASS FIBER REINFORCED PLASTICS;

EID: 0032117292     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(98)00012-9     Document Type: Article

References (4)

1. FHWA. The status of the nation's highway bridges: highway bridge replacement and rehabilitation program and national bridge inventory. Twelfth Report to the United States Congress, US Department of Transportation, Federal Highway Administration, 1995.
2. Demers CE. Tension-tension axial fatigue of E-glass fiberreinforced polymeric composites: fatigue life diagram. Constr Build Mater 1998;12:303-310.
3. Demers CE. CFRP composite fatigue strength: short fiber, (90), (±45/0), (±35), (±45) reinforcement. 1998: paper in review.
4. Demers CE. CFRP composite fatigue strength with reinforcement: (0/90), (0/45/90), unidirectional. 1998: paper in review.