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向心关节轴承节点承载能力与转动性能研究

童乐为 刘松林 徐晓明 高峰 史炜洲 周锋 吴晓风 严斌

同济大学学报(自然科学版)2026,Vol.54Issue(3):323-335,13.
同济大学学报(自然科学版)2026,Vol.54Issue(3):323-335,13.DOI:10.11908/j.issn.0253-374x.24340

向心关节轴承节点承载能力与转动性能研究

Loading Capacity and Rotational Performance of Radial Spherical Plain Bearing Joints

童乐为 1刘松林 1徐晓明 2高峰 2史炜洲 2周锋 3吴晓风 3严斌3

作者信息

  • 1. 同济大学 土木工程学院,上海 200092
  • 2. 上海建筑设计研究院有限公司,上海 200041
  • 3. 上海市机械施工集团有限公司,上海 200072
  • 折叠

摘要

Abstract

The performance of radial spherical plain bearing joints is investigated in this paper,based on the engineering background of steel roof renovation of Shanghai Stadium.First,tests on bearing capacity and rotational performance of the joint were performed under vertical compressive force.Both the ultimate bearing capacity and the strain intensity development feature were grasped.A method for calculating rotational friction coefficient and its value of the joint were proposed.Next,finite element numerical analysis was conducted using ABAQUS to further study the damage mode and mechanical behavior of the joint.It is found that the radial spherical plain bearing joint has good load carrying capacity and rotation performance under compressive condition,and achieves the function of fully hinged space node of steel structures.

关键词

钢结构/向心关节轴承节点/极限承载力/转动性能/转动摩擦系数

Key words

steel structures/radial spherical plain bearing joints/ultimate bearing capacity/rotational performance/coefficient of rotational friction

分类

建筑与水利

引用本文复制引用

童乐为,刘松林,徐晓明,高峰,史炜洲,周锋,吴晓风,严斌..向心关节轴承节点承载能力与转动性能研究[J].同济大学学报(自然科学版),2026,54(3):323-335,13.

基金项目

上海市高峰学科建设项目(2019010301) (2019010301)

同济大学学报(自然科学版)

0253-374X

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