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ENERGY DISSIPATION OF STEEL-CONCRETE COMPOSITE BEAMS SUBJECTED TO VERTICAL CYCLIC LOADING

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成果类型:
期刊论文
作者:
Liu, Jing;Lyu, Fei;Ding, Fa-Xing;Liu, Xue-Mei
通讯作者:
Lyu, Fei(lyufei@csu.edu.cn);Ding, Fa-Xing(dinfaxin@csu.edu.cn)
作者机构:
[Liu, Jing] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China.
[Lyu, Fei; Ding, Fa-Xing] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China.
[Liu, Xue-Mei] Univ Melbourne, Dept Infrastruct Engn, Parkville, Vic 3010, Australia.
通讯机构:
[Lyu, F.; Ding, F.-X.] S
School of Civil Engineering, Hunan Province, China
语种:
英文
关键词:
Hysteretic behavior;Plastic energy consumption;Shear connection degree;Steel–concrete composite beam
期刊:
Advanced Steel Construction
ISSN:
1816-112X
年:
2022
卷:
18
期:
3
页码:
658-669
基金类别:
This research is financially supported by the National Natural Science Foundation of China under Grant Nos. 52008159, 51978664, and 52008400; Hunan Education Department Foundation Funded Project under Grant No. 21A0504; and China Postdoctoral Science Foundation under Grant No. 2018M632990.
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
The finite element (FE) software ABAQUS was used to establish a 3D FE model and perform a pseudo-static analysis of steel–concrete composite beams. With the validated model, the influences of several key parameters, including shear connection degree, force ratio, and transverse reinforcement ratio, on seismic behavior were investigated and discussed. In addition, the working performance of studs was analyzed. The FE analysis results show that the steel girder is the main energy dissipation component of the composite beam, and the energy dissip...

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