Experimental and Numerical Studies on Efficiency of Hybrid Overlay and Near Surface Mounted FRP Strengthening of Pre-cracked Hollow Core Slabs
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference36 articles.
1. Nonlinear finite element modeling of RC beams strengthened with NSM FRP rods;Hawileh;Construct Build Mater,2012
2. Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars;Sharaky;Compos Struct,2014
3. Tests on reinforced concrete beams strengthened in shear using near surface mounted CFRP and steel bars;Rahal;Eng Struct,2011
4. Strengthening of RC members with near-surface mounted CFRP rods;Al-Mahmoud;Compos Struct,2009
5. Efficient near surface mounted CFRP shear strengthening of high strength prestressed concrete members – an experimental study;Kuntal;Compos Struct,2017
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3. Performance of NSM GFRP Retrofitted Postfire RC Slabs Under Monotonic and Cyclic Loadings;Civil Engineering Journal;2024-06-01
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