Experimental and numerical investigation for the flexural strengthening of RC beams using near-surface mounted steel or GFRP bars

Author:

Almusallam Tarek H.,Elsanadedy Hussein M.,Al-Salloum Yousef A.,Alsayed Saleh H.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Bond between near surface mounted carbon fiber reinforced polymer laminate strips and concrete;Cruz;ASCE J Compos Constr,2006

2. Soliman SM, El-Salakawy E, Benmokrane B. Bond properties of near surface mounted (NSM) carbon FRP bars in concrete. In: Proc. on CD-ROM, annual general meeting & conference Canadian society of civil engineering, June 6–9, 2007, Yellowknife, Northwest Territories, Canada.

3. Shear strengthening of a PC bridge girder with NSM CFRP rectangular bars;Nanni;Adv Struct Eng,2004

4. Bond mechanism of NSM FRP bars for flexural strengthening of concrete structures;Hassan;ACI Struct J,2004

5. Kotynia R. Analysis of the flexural response of NSM FRP-strengthened concrete beams. In: Proc. of the 8th int. symp. of FRP reinforcement for concrete structures (FRPRCS-8). Greece: University of Patras; 2007.

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