Field testing of RC slabs with openings strengthened with CFRP

Proceedings of the 4th International Conference on FRP Composites in Civil Engineering, CICE 2008

Volumn , Issue , 2008, Pages

  Seliem, H M ^a   Sumner, E A ^a   Seracino, R ^a   Smith, S T ^b  

^a NORTH CAROLINA STATE UNIVERSITY   (United States)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORS; CARBON FIBER REINFORCED PLASTICS; FIBER REINFORCED PLASTICS; LAMINATES; REINFORCED CONCRETE; RESTORATION;

CARBON FIBER REINFORCED POLYMER; CFRP STRENGTHENING; EXISTING REINFORCED CONCRETE; FLEXURAL CAPACITY; NEAR SURFACE MOUNTED; REINFORCING STEELS; STRENGTHENING TECHNIQUE; TRADITIONAL APPROACHES;

STRENGTHENING (METAL);

EID: 84885159070     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. ACI Committee 437. 2003. Strength Evaluation of Existing Concrete Buildings (ACI 437R-03). American Concrete Institute, Farmington Hills, MI, 28.
2. Casadei, P., Ibell, T., and Nanni, A. 2003. Experimental Results of One-Way Slabs with Openings Strengthened with CFRP Laminates. Proceedings, Fiber-Reinforced Polymer Reinforcement for Concrete Structures, FRPRCS-6, Singapore, 1097-1106.
3. Lam, L. and Teng, J. 2001. Strength of RC Cantilever slabs Bonded with GFRP Strips. Journal of Composite for Construction, ASCE, 5(4), 221-227.
4. Zhao, H. and Tan, K. 2003. Strengthening of One-Way RC Slabs with Openings Using CFRP Systems. Proceedings, Fiber-Reinforced Polymer Reinforcement for Concrete Structures, FRPRCS-6, Singapore, 1087-1196.