2014
DOI: 10.1007/s11029-014-9440-0
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Prestressed CFRP Fabrics for Flexural Strengthening of Concrete Beams with an Easy Prestressing Technique

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Cited by 7 publications
(7 citation statements)
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“…The increase in the width ratio of the strand sheet was led to an increase in the strain capacity utilisation by another 6%. While the prestressing of high strength CFRP (Badawi and Soudki 2009;Hajihashemi et al 2011;Huang et al 2005Huang et al , 2000Peng et al 2014;Şakar and Tanarslan 2014;Wight et al 2001;Ye et al 2014) and anchoring of sheets (Adhikary and Mutsuyoshi 2002;Al-Deen Bsisu et al 2015;Alagusundaramoorthy et al 2003;Ali et al 2014;Almusallam et al 2015;Aravind et al 2013;Bahn and Harichandran 2008;Chahrour and Soudki 2005; al. 2019; Hussain et al 1995;Jawdhari et al 2018b;Jumaat and Alam 2009;Nguyen-Minh et al 2018;Rabinovitch and Frostig 2003;Rasheed et al 2010;Siddiqui 2009;Swamy and Mukhopadhyaya 1999;Xiong et al 2007;Zhang et al 2012Zhang et al , 2017Zhou et al 2013;Zhuang et al 2018) have been recommended to allow greater utilisation of the capacity of the FRP composites, it can be seen from the results here that even without these measures 50% of the capacity of the high strength CFRP strand sheets and 100% of the capacity of the high modulus sheets is utilised.…”
Section: Strains In Steel Cfrp and Shear Stress At Frp-concrete Intementioning
confidence: 99%
“…The increase in the width ratio of the strand sheet was led to an increase in the strain capacity utilisation by another 6%. While the prestressing of high strength CFRP (Badawi and Soudki 2009;Hajihashemi et al 2011;Huang et al 2005Huang et al , 2000Peng et al 2014;Şakar and Tanarslan 2014;Wight et al 2001;Ye et al 2014) and anchoring of sheets (Adhikary and Mutsuyoshi 2002;Al-Deen Bsisu et al 2015;Alagusundaramoorthy et al 2003;Ali et al 2014;Almusallam et al 2015;Aravind et al 2013;Bahn and Harichandran 2008;Chahrour and Soudki 2005; al. 2019; Hussain et al 1995;Jawdhari et al 2018b;Jumaat and Alam 2009;Nguyen-Minh et al 2018;Rabinovitch and Frostig 2003;Rasheed et al 2010;Siddiqui 2009;Swamy and Mukhopadhyaya 1999;Xiong et al 2007;Zhang et al 2012Zhang et al , 2017Zhou et al 2013;Zhuang et al 2018) have been recommended to allow greater utilisation of the capacity of the FRP composites, it can be seen from the results here that even without these measures 50% of the capacity of the high strength CFRP strand sheets and 100% of the capacity of the high modulus sheets is utilised.…”
Section: Strains In Steel Cfrp and Shear Stress At Frp-concrete Intementioning
confidence: 99%
“…The working principle of the device is: form a loop in the process of prestressing on CFRP through rollers, make the lever hoist and force sensor are respectively connected with the two free ends of the CFRP, and then use the lever hoist to tighten the CFRP and prestress on it. The current research status of related fields at abroad (1)G.Sakar [8] and others made a simple test equipment used to prestress on CFRP, and use the prestressed CFRP to reinforce the concrete beams, the bending destructive test found that the ultimate strength of the specimens and bending performance have improved significantly, it shows that the prestressed CFRP can give full play to its high performance.…”
Section: The Current Research Status Of Related Fields At Home and Abmentioning
confidence: 99%
“…For the strengthening test, the No. 1 Xiaojia Bridge of Qinglan Highway (former Jiaozhou Bay Highway section) was chosen because it was found to have more cracks and greater durability problems; it has also previously been used in other cases involving CFRP laminates [22][23][24][25]. The continuous prestressed concrete bridge consists of hollowslab beams and pot-type rubber bearings, and the span layout is 5 × 25.0 m and 75 m (15.5 m + 2 × 22.0 m + 15.5 m).…”
Section: Introduction Of the Strengthened Bridge For Testmentioning
confidence: 99%