J
Jun-Jie Zeng
Researcher at Guangdong University of Technology
Publications - 96
Citations - 2418
Jun-Jie Zeng is an academic researcher from Guangdong University of Technology. The author has contributed to research in topics: Fibre-reinforced plastic & Engineering. The author has an hindex of 19, co-authored 58 publications receiving 963 citations. Previous affiliations of Jun-Jie Zeng include Hong Kong Polytechnic University & University of Macau.
Papers
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Axial compressive behavior of polyethylene terephthalate/carbon FRP-confined seawater sea-sand concrete in circular columns
Jun-Jie Zeng,Jun-Jie Zeng,Wan-Yang Gao,Wan-Yang Gao,Zhi-Jian Duan,Yu-Lei Bai,Yong-Chang Guo,Li-Jun Ouyang +7 more
TL;DR: In this paper, the authors present results from the first-ever experimental study on the behavior of axially loaded circular sea-sand concrete columns confined by polyethylene terephthalate (PET) FRP jackets, which are composed of a new and more promising type of FRP composites with a bilinear stress-strain response and a large rupture strain.
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Behavior of large-scale FRP-confined rectangular RC columns under axial compression
TL;DR: In this article, the authors present the test results of an experimental study consisting of nine large-scale rectangular reinforced concrete columns, including eight FRP-confined RC columns and one RC column without FRP jacketing as the control specimen, tested under axial compression.
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Behavior of partially and fully FRP-confined circularized square columns under axial compression
TL;DR: In this paper, the compressive behavior of circularized square columns (CSCs) was investigated under axial compression and the results indicated that the section circularization of square columns can significantly improve the effectiveness of FRP confinement.
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Stress-strain behavior of concrete in circular concrete columns partially wrapped with FRP strips
TL;DR: In this paper, the axial compressive behavior of circular concrete columns partially wrapped with fiber reinforced polymer strips is investigated and compared with five existing representative stress-strain models to examine the reliability and accuracy of each model.
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Compressive behavior of FRP-confined ultra-high performance concrete (UHPC) in circular columns
JinJing Liao,JinJing Liao,Kristin Y. Yang,Jun-Jie Zeng,Jun-Jie Zeng,W.M. Quach,Yu-Yi Ye,Lihai Zhang +7 more
TL;DR: In this paper, the compressive behavior of fiber-reinforced polymer (FRP) confined UHPC cylinders was investigated and discussed, and it was shown that the increase in steel fiber content could increase the first peak stress and its corresponding strain.