Research on Tensile Capacity of Tensile Members of Double Angle with Local Deformation

NIE Jin; XING Kuntao; YANG Jianping

doi:10.13204/j.gyjzG20010903

Volume 52 Issue 12

Dec. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(12): 101-106

NIE Jin, XING Kuntao, YANG Jianping. Research on Tensile Capacity of Tensile Members of Double Angle with Local Deformation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 101-106. doi: 10.13204/j.gyjzG20010903

Citation:

NIE Jin, XING Kuntao, YANG Jianping. Research on Tensile Capacity of Tensile Members of Double Angle with Local Deformation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 101-106. doi: 10.13204/j.gyjzG20010903

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Research on Tensile Capacity of Tensile Members of Double Angle with Local Deformation

doi: 10.13204/j.gyjzG20010903

Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China

Received Date: 2020-01-09
Available Online: 2023-03-22

Abstract

Abstract

The tensile member of angle steel is a kind of common component for steel structures. It often occurs local deformation in practical project because of mechanical collision or accidents. There are a lot of domestic research on the bearing capacity of tensile member of single angle. However, when it comes to the double equal-angle steel component with local concave-convex deformation, there is still a lack of research of its bearing capacity in related specifications. With the verified method of finite element simulation using ABAQUS software, a simulation study on three types of tensile members of double equal-angle was conducted. As a result, the reduction coefficient of tensile capacity with different local deformations was deduced, which could be used to check the tensile capacity of tensile members of double angle with different surface defects.
- local deformation,
- tensile members of double angle,
- tensile capacity,
- finite element simulation

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References(5)

References

[1]	段宇. 常见钢结构缺陷问题的分析及处理[J].工业建筑, 2015, 45(增刊):677-682.
[2]	葛安祥. 局部变形单角钢承载能力评估研究[D].天津:天津大学, 2012.
[3]	常好诵, 姜忻良, 谢剑, 等. 带有局部变形缺陷的单角钢承载力研究[J]. 工业建筑, 2014, 44(4):128-130.
[4]	常好诵, 姜忻良, 谢剑, 等. 局部变形单角钢轴心受力试验研究[J]. 工业建筑, 2013, 43(6):117-119 , 66.
[5]	中华人民共和国住房和城乡建设部. 工业建筑可靠性鉴定标准:GB 50144-2019[S].北京:中国建筑工业出版社, 2019.

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