Experimental and numerical study of RC beams strengthened with bottom and side NSM GFRP bars having different end conditions

Faculty Engineering Year: 2017
Type of Publication: ZU Hosted Pages:
Authors:
Ibrahim Attia Abdelmegeed Abdelgawad
Journal: Construction and Building Materials ScienceDirect Volume:
Keywords : Experimental , numerical study , , beams strengthened with bottom    
Abstract:
The present paper studied experimentally and numerically the behavior of RC beams strengthened with near surface mounted (NSM) GFRP bars with and without end anchorage. Both bottom and side NSM strengthening technique were investigated an
    
     
 
       

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  • Ibrahim Attia Abdelmegeed Abdelgawad, "Flexural response and load capacity of reinforced concrete beams strengthened with reinforced mortar layer", Elsevier, 2021 More
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  • Ibrahim Attia Abdelmegeed Abdelgawad, "Experimental study of the influence of adhesive properties and bond length on the bond behaviour of NSM FRP bars in concrete", Taylor and Francis, 2016 More
  • Ibrahim Attia Abdelmegeed Abdelgawad, "Experimental and analytical investigation into the flexural performance of RC beams with partially and fully bonded NSM FRP bars/strips", Composite Structures, 2015 More
  • Ibrahim Attia Abdelmegeed Abdelgawad, "Flexural behavior of RC beams strengthened by NSM GFRP Bars having different end conditions", Elsevier, 2016 More

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