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弹性球型钢支座力学性能有限元分析方法

于敬海 张中宇 赵腾

结构工程师2017,Vol.33Issue(5):36-42,7.
结构工程师2017,Vol.33Issue(5):36-42,7.

弹性球型钢支座力学性能有限元分析方法

Finite Element Analysis Method for Mechanical Properties of Elastic Steel Ball Bearings

于敬海 1张中宇 2赵腾3

作者信息

  • 1. 天津大学建筑设计研究院,天津300073
  • 2. 天津房屋建筑钢结构技术工程中心,天津300072
  • 3. 天津大学建筑工程学院,天津300072
  • 折叠

摘要

Abstract

In long-span spatial structures,bearings playan important role as a connection between the upper and lower parts of the main structure.It is of great importance to studymechanical performance of bearingsunder actual external loads.Based on ABAQUS,finite element analysis ofelastic steel ball bearings in a typical largespan spatial structure was conducted.Comparing bearing stiffness obtained from the finite element analysis withthe norminal value,rationality of thefinite element model was verified.The in-depth finite element analysis results show the stress state of elastic steel ballbearing,whichprovides a reference of simplified analysis of such bearings in large-span roof structures.

关键词

大跨空间结构/弹性球型钢支座/支座刚度/有限元分析

Key words

long-span spatial structure/elastic steel ball bearing/bearing stiffness/finite element analysis

引用本文复制引用

于敬海,张中宇,赵腾..弹性球型钢支座力学性能有限元分析方法[J].结构工程师,2017,33(5):36-42,7.

基金项目

天津市科技支撑计划(13ZCZDSF01400) (13ZCZDSF01400)

结构工程师

OA北大核心CSTPCD

1005-0159

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