TY - GEN
T1 - Strengthening schemes for flexure and torsion using FRP laminates
T2 - A state of art review
AU - Imran, Muhammad
AU - Shafiq, Nasir
AU - Akbar, Ibrisam
PY - 2014
Y1 - 2014
N2 - RC beams as a structural member contain a variety of non-uniform loads. These nonuniform loads caused combined effects of flexure and torsion. There are numerous studies available, that suggests different strengthening schemes using FRP laminates, as a solution for flexure and torsion deficient beams. Most of the experimental studies suggested individual strengthening schemes for flexure or torsional deficiency RC beams. However, the combined effects were not studied due to difference in experimental setup, testing procedure and specimen detailing. Therefore, the outcome of previous studies was needed to combine together to facilitate the strengthening process as a guideline case of such deficiency. Therefore, a combined review is presented by suggesting different configuration for flexure and torsion deficient RC beams. Most of the studies suggested that the application of FRP laminates at the soffit of beam is suitable for flexural strengthening. The application of U-shape or full wrap are suitable for strengthen torsion deficient beams. Similarly, 45° wraps are more effective than 90°wraps for improving ductility of torsion deficient beams.
AB - RC beams as a structural member contain a variety of non-uniform loads. These nonuniform loads caused combined effects of flexure and torsion. There are numerous studies available, that suggests different strengthening schemes using FRP laminates, as a solution for flexure and torsion deficient beams. Most of the experimental studies suggested individual strengthening schemes for flexure or torsional deficiency RC beams. However, the combined effects were not studied due to difference in experimental setup, testing procedure and specimen detailing. Therefore, the outcome of previous studies was needed to combine together to facilitate the strengthening process as a guideline case of such deficiency. Therefore, a combined review is presented by suggesting different configuration for flexure and torsion deficient RC beams. Most of the studies suggested that the application of FRP laminates at the soffit of beam is suitable for flexural strengthening. The application of U-shape or full wrap are suitable for strengthen torsion deficient beams. Similarly, 45° wraps are more effective than 90°wraps for improving ductility of torsion deficient beams.
KW - CFRP
KW - Deficiency
KW - Eccentricity
KW - Flexure
KW - Reinforced concrete and torsion
UR - http://www.scopus.com/inward/record.url?scp=84903517690&partnerID=8YFLogxK
U2 - 10.4028/www.scientific.net/AMM.567.511
DO - 10.4028/www.scientific.net/AMM.567.511
M3 - Conference contribution
AN - SCOPUS:84903517690
SN - 9783038351238
T3 - Applied Mechanics and Materials
SP - 511
EP - 516
BT - Structural, Environmental, Coastal and Offshore Engineering
PB - Trans Tech Publications
ER -