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Performance of RC beams strengthened using prestressed NSM-CFRP strips subjected to fatigue loading
The fatigue performance of Reinforced Concrete (RC) beams strengthened using prestressed Near Surface Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) strips was evaluated in this paper. Five full-scale RC beams were tested under fatigue loading simulating in-service loading conditions: one control unstrengthened beam and four beams strengthened using NSM-CFRP strips prestressed to 0, 20,40, and 60% of the CFRP ultimate tensile strength. All beams were subjected to fatigue loading for 3 million cycles at a frequency of 2.0 Hz such that the stress range induced in the tension steel, during the initial cycle, is 125 MPa as specified by the Canadian Highway Bridge Design Code. Experimental test results show that the percentage deflection increase at the end of fatigue loading was almost the same for all beams, which implies that damage accumulation is independent from the prestress level. CFRP strain variation at midspan indicated the occurrence of deboning during the initial cycling of beams prestressed to 0 and 20%, whereas no signs of bond degradation were observed in the other beams. Therefore, prestressing the CFRP strips was shown to enhance the bonding properties and results in an overall CFRP strain increase at the completion of the fatigue loading. For all beams, steel and concrete strains and crack widths at midspan increased rapidly in the initial 500 cycles, followed by stabilized linear increase trends for the rest of the fatigue loading.
Performance of RC beams strengthened using prestressed NSM-CFRP strips subjected to fatigue loading
The fatigue performance of Reinforced Concrete (RC) beams strengthened using prestressed Near Surface Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) strips was evaluated in this paper. Five full-scale RC beams were tested under fatigue loading simulating in-service loading conditions: one control unstrengthened beam and four beams strengthened using NSM-CFRP strips prestressed to 0, 20,40, and 60% of the CFRP ultimate tensile strength. All beams were subjected to fatigue loading for 3 million cycles at a frequency of 2.0 Hz such that the stress range induced in the tension steel, during the initial cycle, is 125 MPa as specified by the Canadian Highway Bridge Design Code. Experimental test results show that the percentage deflection increase at the end of fatigue loading was almost the same for all beams, which implies that damage accumulation is independent from the prestress level. CFRP strain variation at midspan indicated the occurrence of deboning during the initial cycling of beams prestressed to 0 and 20%, whereas no signs of bond degradation were observed in the other beams. Therefore, prestressing the CFRP strips was shown to enhance the bonding properties and results in an overall CFRP strain increase at the completion of the fatigue loading. For all beams, steel and concrete strains and crack widths at midspan increased rapidly in the initial 500 cycles, followed by stabilized linear increase trends for the rest of the fatigue loading.
Performance of RC beams strengthened using prestressed NSM-CFRP strips subjected to fatigue loading
Betriebsverhalten von bewehrten Betonträgern, deren Festigkeit durch Verwendung vorgespannter NSM-CFRP-Bänder erhöht wurde, bei Dauerbeanspruchung
Oudah, Fadi (author) / El-Hacha, Raafat (author)
Journal of Composites for Construction ; 16 ; 300-307
2012
8 Seiten, 10 Bilder, 2 Tabellen, 30 Quellen
Article (Journal)
English
Performance of RC Beams Strengthened Using Prestressed NSM-CFRP Strips Subjected to Fatigue Loading
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Behavior of Prestressed Concrete Strengthened with Various CFRP Systems Subjected to Fatigue Loading
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