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焊接残余应力对加强型节点力学性能影响研究

刘芸 王燕 王薇

建筑钢结构进展2013,Vol.15Issue(1):37-44,8.
建筑钢结构进展2013,Vol.15Issue(1):37-44,8.

焊接残余应力对加强型节点力学性能影响研究

Influence Study of Welding Residual Stress on Mechanical Properties of Reinforced Joints

刘芸 1王燕 1王薇1

作者信息

  • 1. 青岛理工大学 土木工程学院,山东青岛 266033
  • 折叠

摘要

Abstract

Taking flange-plate reinforced joint and cover-plate reinforced joint as research objects, by means of birth-death element of ANSYS software,this paper simulates transient welding process and gets the distribution of residual stress field. Based on above analysis,the effects of residual stress on joints,load-displacement hysteretic behavior and brittle cracking pattern are analyzed according to two models with or without welding residual stress. The results show that welding residual stress affects the cover-plate reinforced joint more than the flange-plate reinforced joint,which often leads to the brittle fracture of the cover-plate reinforced joint on the fringes of the beam end butt weld, therefore,it is necessary to pay more attention and take preventive measures in design and practices.

关键词

加强型节点/焊接残余应力/脆性断裂/滞回性能

Key words

reinforced joint/welding residual stress/brittle fracture/hysteretic behavior

分类

建筑与水利

引用本文复制引用

刘芸,王燕,王薇..焊接残余应力对加强型节点力学性能影响研究[J].建筑钢结构进展,2013,15(1):37-44,8.

基金项目

国家自然科学基金(51078194),第51批中国博士后科学基金(2012M511464),山东省博士后创新项目(201102040),《钢结构设计规范》国家标准管理组科研专项基金(GB500172010-18) (51078194)

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

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