Experimental and numerical investigation on the flexural performance of RC slabs strengthened with EB/NSM CFRP reinforcement and bonded reinforced HSC layers-Reference-Cited by-同舟云学术

Experimental and numerical investigation on the flexural performance of RC slabs strengthened with EB/NSM CFRP reinforcement and bonded reinforced HSC layers

Published:2023-08 Issue: Volume:289 Page:116338
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sharaky I.A.,Elamary A.S.,Alharthi Y.M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference81 articles.

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2. Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars;Sharaky;Compos Struct,2014

3. Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: experimental and numerical study;Sharaky;Eng Struct,2018

4. Behaviour of shear-strengthened reinforced concrete beams;Souza;Mater Struct,1997

5. Experimental behavior of jacketed reinforced concrete beams;Cheong;J Struct Eng,2000

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3. Bond behavior of CFRP-concrete with surface groove subjected to chloride wet-dry cycles: Experimental, strength model and design method;Thin-Walled Structures;2024-02