Strategies for Enhancing Fire Performance of NSM FRP-Strengthened Reinforced Concrete Beams View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2016

AUTHORS

Venkatesh K. R. Kodur

ABSTRACT

Fiber-reinforced polymers (FRPs) are widely used in strengthening and retrofitting of reinforced concrete structural members to enhance flexural and shear capacity of such members. Two types of strengthening techniques, namely, externally bonded (EB) FRP and near-surface mounted (NSM) FRP, are used in field applications. FRP, as a material, exhibits poor fire resistance properties, and this can be a limiting factor in the application of FRP strengthening in buildings. There is limited guidance in codes and standards for fire design of NSM FRP-strengthened concrete members. This paper discusses strategies for achieving required fire resistance in NSM FRP-strengthened reinforced concrete beams. Results from numerical and experimental studies are utilized to quantify the influence of various parameters on the fire resistance of NSM FRP-strengthened concrete beams. Guidelines for achieving optimum fire resistance in NSM FRP-strengthened concrete beams are presented. More... »

PAGES

253-264

Book

TITLE

Multi-hazard Approaches to Civil Infrastructure Engineering

ISBN

978-3-319-29711-8
978-3-319-29713-2

Author Affiliations

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/978-3-319-29713-2_12

DOI

http://dx.doi.org/10.1007/978-3-319-29713-2_12

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1041329330


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