Rehabilitation of rectangular simply supported RC beams with shear deficiencies using CFRP composites

Construction and Building Materials

Volumn 16, Issue 3, 2002, Pages 135-146

  Khalifa, Ahmed ^a   Nanni, Antonio ^b  

^a Alexandria University The Faculty Of Engineering   (Egypt)

^b MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

Author keywords

Carbon fiber reinforced polymer; Rehabilitation; Shear

Indexed keywords

BONDING; CARBON FIBER REINFORCED PLASTICS; REINFORCED CONCRETE; SHEAR STRESS;

SHEAR DEFICIENCIES;

BEAMS AND GIRDERS;

EID: 0036531486     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(02)00002-8     Document Type: Article

References (15)

1. Improving shear capacity of existing reinforced concrete members by applying carbon fiber sheets
2. Shear repair for reinforced concrete by fiberglass plate bonding
3. Shear strengthening of reinforced concrete beams using externally applied composite fabrics
4. Shear response of continuous RC beams strengthened with carbon fRP sheets
5. Behavior of RC beams strengthened in shear by external CFRP sheets
6. Ultimate shear capacity of reinforced concrete beams with carbon fiber sheets
7. Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites
8. Shear strengthening of continuous RC beams using externally bonded CFRP sheets
9. Anchorage of surface mounted FRP reinforcement
10. Contribution of externally bonded FRP to the shear capacity of RC flexural members