首页 | 本学科首页   官方微博 | 高级检索  
     

高强螺栓连接的数值模拟与分析
引用本文:靳大勇,黄利涛,王永,韦炜.高强螺栓连接的数值模拟与分析[J].徐州建筑职业技术学院学报,2007,7(3):19-22.
作者姓名:靳大勇  黄利涛  王永  韦炜
作者单位:1. 中国矿业大学,建筑工程学院,江苏,徐州,221008
2. 九州职业技术学院,江苏,徐州
摘    要:运用Ansys有限元分析软件模拟了钢结构中高强螺栓连接构件在拉力作用下的受力性能状况.通过数值模拟对比分析,探讨了高强螺栓连接构件的承载能力、变形性能及应力-应变分布规律,分析了不同摩擦系数对连接承载性能的影响.

关 键 词:钢结构  高强螺栓  连接  有限元  承压变形
文章编号:1009-8992(2007)03-0019-04
修稿时间:2007-07-29

Numerical Simulation and Analysis of High-Strength Bolted Connection
JIN Da-yong,HUANG Li-tao,WANG Yong,WEI Wei.Numerical Simulation and Analysis of High-Strength Bolted Connection[J].Journal of XUZHOU Institute of Architectural Technology,2007,7(3):19-22.
Authors:JIN Da-yong  HUANG Li-tao  WANG Yong  WEI Wei
Affiliation:1. School of Architectural Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221008, China ; 2. Jiuzhou Institute of Technology, Xuzhou,Jiangsu 221008, China
Abstract:By the finite element analysis software Ansys,simulated are stress performances of high-strength bolting components in the steel structure under the tension force.Based on the contrast with numerical simulation,this paper discusses the bearing capacities,deformation functions and stress-train distribution regularities of the components,and analyses the influences of different friction coefficients on the connected load carrying properties.
Keywords:steel structure  high-strength friction grip bolt  connection  finite element  bearing strain
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号