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http://dx.doi.org/10.5762/KAIS.2015.16.3.2279

Bond Slip Relationship between GFRP Plank and Cast-in-place High Strength Concrete  

Park, Chan-Young (Department of Civil Engineering, Catholic Kwandong University)
Yoo, Seung-Woon (Department of Civil Engineering, Catholic Kwandong University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.16, no.3, 2015 , pp. 2279-2286 More about this Journal
Abstract
Recently it has been actively studied that the use of hybrid GFRP-concrete structure with dual purpose of both a permanent forwork and main tensile reinforcement of GFRP plank. In applying general analysis and design technique to evaluate the performance of hybrid structures with cast-in-place high strength concrete and GFRP plank, it is essential that the characteristics of the bond slip model is identified. In this study a simplified bilinear bond slip model for hybrid structure with GFRP plank and cast-in-place high strength concrete is proposed. Maximum average bond stress of simple bond slip relationship that has been proposed in this study is 3.29MPa, initial slope is 35.66MPa/mm, the total slip is 0.23mm and interfacial fracture energy is 0.37kN/m.
Keywords
bond slip relationship; GFRP; hybrid structure; permanent formwork; cast-in-place concrete;
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