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Part of the book series: Solid Mechanics and Its Applications ((SMIA,volume 222))

Abstract

The composite materials made of fibers in a polymeric resin, also known as fiber-reinforced polymers (FRPs), have emerged as an alternative to traditional materials for repair and rehabilitation. For the purposes of this document, an FRP system is defined as the fibers and resins used to create the composite laminate, all applicable resins used to bond it to the concrete substrate, and all applied coatings used to protect the constituent materials. The fibers and resins used in FRP systems are relatively expensive compared to traditional strengthening materials such as concrete and steel, however, it is cost efficient in terms of labor and equipment costs. One great advantage of FRP systems is that it can be used in areas with limited access where traditional techniques would be difficult to implement. FRP sheets can be wrapped around concrete columns to increase the strength. The procedure for applying FRP sheet is described in this chapter. This FRP increases the load capacity of the column and increases the deformation capability.

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References

  • ACI 437R (2003) Strength evaluation of existing concrete building report on fiber-reinforced polymer (FRP) reinforcement for concrete structures

    Google Scholar 

  • ACI364.IR (2007) Guide for evaluation of concrete structures before rehabilitation

    Google Scholar 

  • ACI503R (1993) Use of epoxy compounds with concrete

    Google Scholar 

  • Apicella F, Imrogno M (1999) Fire performance of CFRP-composites used for repairing and strengthening concrete. In: Proceedings of the 5th ASCE materials engineering congress, Cincinnai, OH, May, pp 260–266

    Google Scholar 

  • Bisby LA, Green MF, Kodure Vo KR (2005a) Fire endurance of fiber-reinforced polymer-confined concrete columns. ACI Struct J 102(6):883–891

    Google Scholar 

  • Bisby LA, Green MF, Kodure Vo K R (2005b) Response to fire of concrete structures that incorporate FRP. Proc Struct J Eng Mater 7(3):136–149

    Article  Google Scholar 

  • Nanni, Dolan CW (eds) (1999) American concrete institute, Farmington hills, MI, pp 731–742

    Google Scholar 

  • Williams BK, Bisby LA, Kodur VKR, Green MF, Chowdhury E (2006) Fire insulation schemes for FRP-strengthened concrete slabs. Compos Part A 37:1151–1160

    Article  Google Scholar 

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Correspondence to Raja Rizwan Hussain .

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© 2016 Springer Science+Business Media Dordrecht

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Hussain, R.R., Wasim, M., Hasan, S. (2016). Retrofitting by Use of FRP. In: Computer Aided Seismic and Fire Retrofitting Analysis of Existing High Rise Reinforced Concrete Buildings. Solid Mechanics and Its Applications, vol 222. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-7297-6_7

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  • DOI: https://doi.org/10.1007/978-94-017-7297-6_7

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  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-017-7296-9

  • Online ISBN: 978-94-017-7297-6

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