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首页|期刊导航|哈尔滨工程大学学报|波形钢腹板梁T形接头焊接仿真分析与试验研究

波形钢腹板梁T形接头焊接仿真分析与试验研究

冀伟 张鹏

哈尔滨工程大学学报2024,Vol.45Issue(4):691-698,8.
哈尔滨工程大学学报2024,Vol.45Issue(4):691-698,8.DOI:10.11990/jheu.202201024

波形钢腹板梁T形接头焊接仿真分析与试验研究

Simulation analysis and experimental research on T-joint welding of corrugated steel web girders

冀伟 1张鹏2

作者信息

  • 1. 湖南大学 土木工程学院,湖南 长沙 410082||兰州交通大学 土木工程学院,甘肃 兰州 730070
  • 2. 兰州交通大学 土木工程学院,甘肃 兰州 730070
  • 折叠

摘要

Abstract

To study the distribution of the welding temperature field and residual stress of corrugated steel web gird-ers,a 3D finite element model is constructed using Simufact Welding software.The welding temperature field and residual stress of the model's T-shaped joint are predicted,and the simulation results are verified by experiments.The distribution of the welding temperature field of the corrugated steel web beam is related to the center distance of the molten pool,and the closer the center of the molten pool,the greater the temperature gradient.The longitudinal residual tensile stress primarily dominates the welding residual stress.The horizontal residual stress is relatively low,showing a blend of tensile and compressive stresses.Changes in welding speed and base plate thickness do not affect the distribution pattern of residual stress but only the peak value of stress.The numerical simulation results align well with the experimental data,proving the reliability of the numerical simulation.

关键词

桥梁工程/波形钢腹板梁/T形接头/焊接温度场/焊接残余应力/参数分析/焊接速度/腹板厚度

Key words

bridge engineering/corrugated steel web girder/T-joint/welding temperature field/welding residual stress/parameter analysis/welding speed/web thickness

分类

矿业与冶金

引用本文复制引用

冀伟,张鹏..波形钢腹板梁T形接头焊接仿真分析与试验研究[J].哈尔滨工程大学学报,2024,45(4):691-698,8.

基金项目

国家自然科学基金项目(52168019) (52168019)

中央高校基本科研项目(541109030099) (541109030099)

甘肃省重点研发计划-工业类项目(23YFGA0043). (23YFGA0043)

哈尔滨工程大学学报

OA北大核心CSTPCD

1006-7043

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