Finite Element Analysis on Behavior of Reinforced Hollow High Strength Concrete Filled Square Steel Tube Short Columns under Axial Compression
Finite Element Analysis on Behavior of Reinforced Hollow High Strength Concrete Filled Square Steel Tube Short Columns under Axial Compression
复制标题
钢筋空心高强混凝土方钢管短柱轴压性能有限元分析
DOI:
10.1088/1742-6596/2101/1/012059
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发表时间:
2021-11
期刊:
影响因子:
--
通讯作者:
Peng Shucun
中科院分区:
文献类型:
--
作者:
Yang Zhijian;Li Xu;Li Guochang;Peng Shucun
Hollow concrete-filled steel tubular (CFST) member is mainly adopted in power transmission and transformation structures, but when it is used in the superstructure with complex stress, the hollow CFST member has a low bearing capacity and is prone to brittle failure. To improve the mechanical performance of hollow CFST members, a new type of reinforced hollow high strength concrete-filled square steel tube (RHCFSST) was proposed, and its axial compression performance was researched. 18 finite element analysis (FEA) models of axially loaded RHCFSST stub columns were established through FEA software ABAQUS. The whole stress process of composite columns was studied, and parametric studies were carried out to analyze the mechanical performance of the member. Parameters of the steel strength, steel ratio, deformed bar and sandwich concrete strength were varied. Based on the simulation results, the stress process of members can be divided into four stages: elastic stage, elastoplastic stage, descending stage and gentle stage. With the increase of steel strength, steel ratio, the strength of sandwich concrete and the addition of deformed bars, the ultimate bearing capacity of members also increases. Additionally, the increment of those parameters will improve the ductility of the member, except for the sandwich concrete strength.
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影响因子:
6.4
作者:
Fa-xing Ding;Zhe Li;Shanshan Cheng;Zhi-wu Yu
通讯作者:
Zhi-wu Yu
影响因子:
6.4
作者:
Ding, Fa-xing;Lu, De-ren;Jiang, Guo-shuai
通讯作者:
Jiang, Guo-shuai
影响因子:
6.4
作者:
Li, Guo-Chang;Chen, Bo-Wen;Feng, Yi-He
通讯作者:
Feng, Yi-He
影响因子:
4.1
作者:
Han, Lin-Hai;Li, Wei;Bjorhovde, Reidar
通讯作者:
Bjorhovde, Reidar
影响因子:
6.4
作者:
Ding Fa-xing;Li Zhe;Cheng Shanshan;Yu Zhi-wu
通讯作者:
Yu Zhi-wu