Influence of reinforcing bar type on autogenous shrinkage stress and bond behavior of ultra high performance fiber reinforced concrete
- Authors
- Yoo, Doo-Yeol; Park, Jung-Jun; Kim, Sung-Wook; Yoon, Young-Soo
- Issue Date
- 4월-2014
- Publisher
- ELSEVIER SCI LTD
- Keywords
- Ultra high performance fiber reinforced concrete; Reinforcing bars; Autogenous shrinkage stress; Degree of restraint; Cracking potential; Bond performance
- Citation
- CEMENT & CONCRETE COMPOSITES, v.48, pp.150 - 161
- Indexed
- SCIE
SCOPUS
- Journal Title
- CEMENT & CONCRETE COMPOSITES
- Volume
- 48
- Start Page
- 150
- End Page
- 161
- URI
- https://scholar.korea.ac.kr/handle/2021.sw.korea/98901
- DOI
- 10.1016/j.cemconcomp.2013.11.014
- ISSN
- 0958-9465
- Abstract
- This study investigated the effects of reinforcing bar type and reinforcement ratio on the restrained shrinkage behaviors of ultra high performance fiber reinforced concrete (UHPFRC), including autogenous shrinkage stress, degree of restraint, and cracking potential. In addition, the influence of the type and embedment length of reinforcing bars on the bond behavior of UHPFRC was evaluated by performing pullout test. Three different reinforcing bars (deformed steel bar, round steel bar, and GFRP bar) were investigated in the restrained shrinkage and pullout tests. The GFRP bar exhibited the best performance in relation to the autogenous shrinkage stress, degree of restraint, and cracking potential because of its low stiffness. The highest bond strength was obtained for the deformed steel bar, and the bar yielding was observed when the bar embedment length of l(b) = 2d(b) was used. The round steel bar exhibited the poorest behaviors for both of the restrained shrinkage and pullout. (C) 2013 Elsevier Ltd. All rights reserved.
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Collections - College of Engineering > School of Civil, Environmental and Architectural Engineering > 1. Journal Articles
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