2019
DOI: 10.1080/15732479.2019.1569698
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Field investigation of ultra-high performance concrete shear key in an adjacent box-girder bridge

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Cited by 17 publications
(6 citation statements)
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“…The experimental study of connector shear resistance is an important means to evaluate its performance [14]. Through quasi-static test, fatigue test and vibration table test, the shear resistance, deformation characteristics and failure mechanism can be fully understood.…”
Section: Experimental Study On Shear Resistance Of Connector Partsmentioning
confidence: 99%
“…The experimental study of connector shear resistance is an important means to evaluate its performance [14]. Through quasi-static test, fatigue test and vibration table test, the shear resistance, deformation characteristics and failure mechanism can be fully understood.…”
Section: Experimental Study On Shear Resistance Of Connector Partsmentioning
confidence: 99%
“…Various factors contributing to potential damage were investigated, including fatigue damage (Li 2015) and temperature and humidity (Hussein et al, 2017). Scholars have sought to address this issue by enhancing design aspects, encompassing innovations in hinge joint structures (Alampalli 1998), transverse pre-stressing methods (Porter et al, 2012), and the utilization of ultra-high-performance concrete (Hussein et al, 2019; Huang et al, 2019; Jiang et al, 2020; Semendary 2018), among others.…”
Section: Introductionmentioning
confidence: 99%
“…Correspondingly, the design solution includes new hinge joint structures [6], transverse prestressing [15], the increase of pavement layer thickness, and the recent use of UHPC material [16]. The application of UHPC to hinge joints seems to be a state-of-the-art solution [17], but it's still in the early stage of promotion and the improvement of the long-term performance of hinge joints has not been fully and widely verified in the industrial community.…”
Section: Introductionmentioning
confidence: 99%