A numerical approach for modeling response of fiber reinforced polymer strengthened concrete slabs exposed to fire

Author:

Kodur V.K.R.,Bhatt P.P.

Funder

Michigan State University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference48 articles.

1. ACI 216.1-14. Code requirements for determining fire resistance of concrete and masonry construction assemblies. Farmington Hills, MI, USA: American Concrete Institute (ACI); 2014.

2. ACI 440.2R-17. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. Farmington Hills, MI, USA: American Concrete Institute (ACI); 2017.

3. Behavior of fiber reinforced polymer-strengthened T-beams and slabs in fire;Adelzadeh;Proc Inst Civil Eng Struct Build,2012

4. The experimental behavior of FRP-strengthened RC beams subjected to design fire exposure;Ahmed;Eng Struct,2011

5. Effect of bond degradation on fire resistance of FRP-strengthened reinforced concrete beams;Ahmed;Compos Part B: Eng,2011

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