2011
DOI: 10.1061/(asce)cc.1943-5614.0000223
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CFRP Repair of Steel Beams with Various Initial Crack Configurations

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Cited by 32 publications
(9 citation statements)
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“…Published literature supports such a conclusion, given a number of uncertainties exist in characterizing the fracture property of structural steel associated with stress intensity [26]. To expand the experimental observations reported in Hmidan et al [18], a wide range of the a 0 /h ratio up to 0.9 was considered for a numerical parametric study discussed below. Fig.…”
Section: Validation Of Modeling Approachmentioning
confidence: 93%
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“…Published literature supports such a conclusion, given a number of uncertainties exist in characterizing the fracture property of structural steel associated with stress intensity [26]. To expand the experimental observations reported in Hmidan et al [18], a wide range of the a 0 /h ratio up to 0.9 was considered for a numerical parametric study discussed below. Fig.…”
Section: Validation Of Modeling Approachmentioning
confidence: 93%
“…Hmidan et al [18] tested six W4 Â 13 A992 hot-rolled steel beams, as listed in Table 1. A notch was intentionally created at midspan of each beam (Fig.…”
Section: Summary Of Test Programmentioning
confidence: 99%
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“…Correspondingly, the response of FRP strengthened steel structures under quasi-static loading rates has been widely covered [1][2][3]. To date, structural behaviour of steel members strengthened with FRP under impact loading is limited to a very few exploratory studies [4,5].…”
Section: Introductionmentioning
confidence: 99%
“…External bonding with carbon fibre reinforced polymers (CFRP) can be a convenient means of strengthening existing members and has advantages over traditional strengthening using steel plate, most notably superior durability and lesser density. In view of this, several studies have been conducted on the behaviour of CFRP strengthened steel members under static load such as (Colombi and Poggi, 2006, Hmidan et al, 2011 and under cyclic loads (Tavakkolizadeh and Saadatmanesh, 2003, Kim and Harries, 2011, Jiao et al, 2012. Similarly, the behaviour of CFRP strengthened aluminium beams subjected to transverse blast load was examined in a number of recent studies (Bambach et al, 2010, Bambach, 2014.…”
Section: Introductionmentioning
confidence: 99%