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Monotonic loading performance of GFRP beam-column joints connected with slotted–hole bolts

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成果类型:
期刊论文
作者:
Xiao, Xiao;Xie, Lei;Wang, Yan;Dai, Naxin;Yin, Xiangdong
通讯作者:
Xiao Xiao ,<&wdkj&>Lei Xie ,
作者机构:
[Yin, Xiangdong; Xiao, Xiao; Dai, Naxin; Wang, Yan] School of Civil Engineering, University of South China, Hengyang, Hunan Province, China
[Xie, Lei] Centre for Future Materials, University of Southern Queensland,Toowoomba, Australia
通讯机构:
[Xiao Xiao ,; Lei Xie ,] A
Affiliation School of Civil Engineering, University of South China, Hengyang, Hunan Province, China<&wdkj&>Affiliation Centre for Future Materials, University of Southern Queensland,Toowoomba, Australia
语种:
英文
关键词:
Stiffness;Carbon fiber;Bending;Fibers;Glass;Deformation;Composite materials;Steel
期刊:
PLOS ONE
ISSN:
1932-6203
年:
2022
卷:
17
期:
7
页码:
e0272136
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
Nowadays there are many types of glass fiber reinforced polymer(GFRP) composite beam and column joints, such as standard connection, bolted through connection, angle steel connection, tube connection and so on, most of which connected by high-strength bolts with round holes. In this paper, monotonic loading tests on GFRPcomposite beam and column joints connected by slotted-hole bolts were conducted. To compare the performance of different joints, two groups of specimens were used in this study; one of group was the beam-column joints connected by the angle steel, and other group was connected ...

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