Research on Shear Properties of Spherical Hinged Supports of a Complex Large-Scale Steel Structure Subjected to Axial Compressive Loads

SHI Kairong; PAN Wenzhi; JIANG Zhengrong; LYU Junfeng; LU Yonghui

doi:10.13204/j.gyjzG20103102

Volume 52 Issue 3

Jul. 2022

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(3): 141-145

SHI Kairong, PAN Wenzhi, JIANG Zhengrong, LYU Junfeng, LU Yonghui. Research on Shear Properties of Spherical Hinged Supports of a Complex Large-Scale Steel Structure Subjected to Axial Compressive Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 141-145. doi: 10.13204/j.gyjzG20103102

Citation:

SHI Kairong, PAN Wenzhi, JIANG Zhengrong, LYU Junfeng, LU Yonghui. Research on Shear Properties of Spherical Hinged Supports of a Complex Large-Scale Steel Structure Subjected to Axial Compressive Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 141-145. doi: 10.13204/j.gyjzG20103102

Citation:

SHI Kairong, PAN Wenzhi, JIANG Zhengrong, LYU Junfeng, LU Yonghui. Research on Shear Properties of Spherical Hinged Supports of a Complex Large-Scale Steel Structure Subjected to Axial Compressive Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 141-145. doi: 10.13204/j.gyjzG20103102

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Research on Shear Properties of Spherical Hinged Supports of a Complex Large-Scale Steel Structure Subjected to Axial Compressive Loads

doi: 10.13204/j.gyjzG20103102

1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China;
2. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China

Received Date: 2020-10-31

Abstract

Abstract

The steel spherical hinged support is in complex stress states subjected to various load combinations. In order to assess its mechanical properties and the influence on integral structural safety, taking the large support of T2 of Guangzhou Baiyun International Airport as an example, the numerical simulation analysis and full-scale model experiment for the shear properties of the support subjected to axial compressive load were carried out. It was indicated that the stress and deformation curves of experiments and numerical simulation results were coincident. The support was in low stress level. In addition, the relations between horizontal displacement and horizontal shear force was linear. On this basis, according to the test and simulation results, the fitted shear stiffness model of the support subjected to axial compressive load was proposed for the refinement mechanical analysis of integral structure.
- spherical hinged support,
- finite element simulation,
- shear properties test,
- steel structure

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References(14)

References

[1]	王元清,陈慧婷,李运生,等.大吨位压剪盆式橡胶支座及其连接的原型试验研究[J].土木工程学报,2009(2):80-85.
[2]	沈银澜,范重,张培基.建筑结构球形支座设计分析[J].钢结构,2011,26(6):6-11.
[3]	石开荣,潘文智,姜正荣,等.大型复杂钢结构球型铰支座的力学性能-轴压荷载下的转动性能[J].华南理工大学学报(自然科学版),2019,47(8):9-15.
[4]	娄峰,潘文智,石开荣,等.大型钢结构球形支座力学性能试验研究[J].施工技术,2017,46(18):35-38 ,102.
[5]	李军.超大吨位球型支座的结构设计[D].重庆:重庆大学,2006.
[6]	裴荟蓉,佟嘉明,石秋君,等.可补充硅脂新型球型钢支座试验研究[J].铁道建筑,2014(5):41-43.
[7]	彭天波,李建中,范立础.双曲面球型减隔震支座的开发及应用[J].同济大学学报(自然科学版),2007,35(2):176-180.
[8]	BURTSCHER S L,DORFMANN A.Compression and shear tests of anisotropic high damping rubber bearings[J].Engineering Structures,2004,26(13):1979-1991.
[9]	MARKOU A A,MANOLIS G D.Mechanical models for shear behavior in high damping rubber bearings[J].Soil Dynamics& Earthquake Engineering,2016,90:221-226.
[10]	蔡先彬.复合工艺聚四氟乙烯涂层的摩擦学研究[D].苏州:苏州大学,2016.
[11]	中国国家标准化管理委员会.低合金高强度结构钢:GB/T 1591-2008[S].北京:中国标准出版社,2008.
[12]	中国工程建设标准化协会.铸钢节点应用技术规程:CECS 235:2008[S].北京:中国计划出版社,2008.
[13]	何政,欧进萍.钢筋混凝土结构非线性分析[M].哈尔滨:哈尔滨工业大学出版社,2006:10-28.
[14]	中国国家标准化管理委员会.桥梁球型支座:GB/T 17955-2009[S].北京:中国标准出版社,2009.

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