Design of FRP Systems for Strengthening Concrete Girders in Shear
TRB's National Cooperative Highway Research Program (NCHRP) Report 678: Design of FRP Systems for Strengthening Concrete Girders in Shear offers suggested design guidelines for concrete girders strengthened in shear using externally bonded Fiber-Reinforced Polymer (FRP) systems. The guidelines address the strengthening schemes and application of the FRP systems and their contribution to shear capacity of reinforced and prestressed concrete girders. The guidelines are supplemented by design examples to illustrate their use for concrete beams strengthened with different FRP systems. Appendix A of NCHRP Report 678, which contains the research agency's final report, provides further elaboration on the work performed in this project. Appendix A: Research Description and Findings, is only available online.Kamiharako, A., Maruyama, K., Takada, K., and Shimomura, T. (1997), a Evaluation of Shear Contribution of FRP Sheets ... Miller, B., and Nanni, A. (1999) , aBond between CFRP Sheets and Concrete, a Proceedings, ASCE 5th Materials Congress, Cincinnati, OH, USA, pp 240a247. ... with Externally Bonded CFRP Plates, a Proceedings, 7th International Conference on Structural Faults and Repairs, pp.
| Title | : | Design of FRP Systems for Strengthening Concrete Girders in Shear |
| Author | : | Abdeldjelil Belarbi |
| Publisher | : | Transportation Research Board - 2011-01-01 |
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