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Comparative study of energy dissipation capacity of steel and glass fibre-reinforced polymer frames with bonded sleeve connections

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成果类型:
期刊论文
作者:
Xiao, Xiao*;Zhang, Zhujing;Bai, Yu
通讯作者:
Xiao, Xiao
作者机构:
[Xiao, Xiao] Univ South China, Sch Civil Engn, 28 West Changsheng Rd, Hengyang 421001, Hunan, Peoples R China.
[Zhang, Zhujing; Bai, Yu] Monash Univ, Dept Civil Engn, Clayton, Vic, Australia.
通讯机构:
[Xiao, Xiao] U
Univ South China, Sch Civil Engn, 28 West Changsheng Rd, Hengyang 421001, Hunan, Peoples R China.
语种:
英文
关键词:
Bending (forming);Bridge decks;Connectors (structural);Energy dissipation;Fibers;Finite element method;Glass;Glass fibers;Polymers;Reinforced plastics;Reinforcement;Steel construction;Steel fibers;Structural frames;Bending stiffness;Comparative studies;Cyclic behaviour;Energy dissipation capacities;Glass fibre reinforced polymers;Non-linear springs;pultruded GFRP frame;Sleeve connections;Fiber reinforced plastics
期刊:
Journal of Reinforced Plastics and Composites
ISSN:
0731-6844
年:
2017
卷:
36
期:
22
页码:
1665-1679
基金类别:
The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The authors gratefully acknowledge the financial support provided by National Natural Science Foundation of China (Grant No. 51574151) and Key Project of Hunan Provincial Education Department (Grant No. 15A163). The authors also wish to thank for the support by CSC (China Scholarship Council), the Australian Research Council through the Discovery Early Career Researcher Award scheme and Monash University.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
This paper presents a comparative study on the energy dissipation capacity of one glass fibre-reinforced polymer frame with bonded sleeve connection and steel frames with bolted endplate connections. Experimentally measured moment-rotation behaviour of a typical bonded sleeve connection was employed to develop the joint model for the glass fibre-reinforced polymer frame. In order to reduce the effect of the different beam size on the overall frame behaviour, the size of the steel profiles was selected to be equal, less than and greater than gla...

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