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Fire Resistance Requirements for Bio-Based Fiber-Reinforced Polymer Structural Members

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dc.contributor.author Singh, Shamsher Bahadur
dc.date.accessioned 2024-09-30T04:10:56Z
dc.date.available 2024-09-30T04:10:56Z
dc.date.issued 2023-02
dc.identifier.uri https://link.springer.com/chapter/10.1007/978-981-19-8979-7_1
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/15721
dc.description.abstract In this chapter, the fire resistance requirements for structural components incorporating bio-based fiber-reinforced polymer composites are presented. The factors that are to be accounted for in evaluating the performance of fiber-reinforced polymer (FRP) structural members at elevated temperatures are discussed. In addition, the various steps associated with evaluating the fire resistance, both experimental and numerical, are outlined. The application of a numerical procedure for evaluating the fire performance of a typical bio-based FRP-strengthened concrete beam is illustrated through a case study. It is shown that the fire resistance of the bio-based FRP-strengthened beam can be much lower than a similar concrete beam strengthened using conventional glass- or carbon-based FRP. Further, it is shown that the fire resistance of bio-based FRP-strengthened concrete members can be enhanced through the application of supplementary fire insulation. en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.subject Civil Engineering en_US
dc.subject Fiber-reinforced polymer (FRP) en_US
dc.title Fire Resistance Requirements for Bio-Based Fiber-Reinforced Polymer Structural Members en_US
dc.type Book chapter en_US


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