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Bonded Sleeve Connections for Joining Tubular Glass Fiber-Reinforced Polymer Beams and Columns: Experimental and Numerical Studies

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成果类型:
期刊论文
作者:
Zhang, Zhu Jing;Bai, Yu*;Xiao, Xiao
通讯作者:
Bai, Yu
作者机构:
[Bai, Yu; Zhang, Zhu Jing] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia.
[Xiao, Xiao] Univ South China, Sch Civil Engn, Hengyang 421001, Hunan, Peoples R China.
通讯机构:
[Bai, Yu] M
Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia.
语种:
英文
关键词:
Bolts;Fiber reinforced plastics;Finite element method;Glass fibers;Joining;Pultrusion;Reinforced plastics;Reinforcement;Steel beams and girders;Stiffness;Tubular steel structures;Adhesive bonding;Beam - column connection;Bolted connections;Fiber reinforced composites;Sleeve connections;Tubular members;Fiber bonding
期刊:
Journal of Composites for Construction
ISSN:
1090-0268
年:
2018
卷:
22
期:
4
基金类别:
The authors acknowledge the financial support provided by the Australian Research Council through the Discovery project (DP180102208) and Monash University. The experimental work was conducted in the Department of Civil Engineering at Monash University, Australia, and the technical supports from Mr. Long Goh and Mr. Mark Taylor is acknowledged.
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
A bonded sleeve connection was developed for joining tubular glass fiber-reinforced polymer (GFRP) beams and columns. It utilizes a sleeve connector made by welding a steel tube to a steel endplate. The steel tube is then inserted into and adhesively bonded with the GFRP beam end and the endplate is connected to the GFRP column using through-bolts. Four beam-to-column specimens with different bond lengths between the GFRP beam and steel tube and different numbers of bolts were tested. The moment-rotation responses, failure modes, and local stra...

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