基于ABAQUS的U型焊缝焊接过程模拟和应力分析
Simulation and Stress Analysis of U-Shaped Seam Welding Process Based on ABAQUS
DOI: 10.12677/MOS.2014.32004, PDF, HTML, 下载: 3,903  浏览: 13,687 
作者: 张宏志:大庆油田建设集团,大庆市;盛选禹:清华大学核能与新能源技术研究院,北京市;候 巍:中国吉林石化分公司炼油厂,吉林市
关键词: U型焊缝焊接模拟有限元应力U-Weld Welding Simulation Finite Element Stress
摘要: 目前,在工业界,化工容器、反应塔等有大型化的趋势。在大型设备中,容器壁的拼接焊缝广泛采用U型焊缝结构。本文采用ABAQUS软件,使用平面模型,对压力容器和塔类设备中常用的U型焊缝焊接过程进行了模拟。计算中,对于焊接材料部分,采用了单元死活技术,而且划分了更加细密的网格。计算模型是采用CATIA软件建立的平面模型,在该软件的插件中,将模型变换为ABAQUS软件直接读取的软件模型。计算可以给出每道焊接的温度分布和应力分布。同时,焊接过程考虑了焊接后的冷却。在计算模拟后,还给出了整体结构的应力分布和应变能变化曲线。
Abstract: At present, there is a large-scale trend for chemical containers and reaction tower in the industry. In the large-scale equipment, U-shaped weld structure is widely used for splice weld of container wall. In this paper, by ABAQUS software, using plane models, U-shaped seam welding process was simulated, which was commonly used in pressure vessels and tower equipment. For welding material part, the “dead-actived elements” technique was applied in calculation, and the weld material part was divided into finer grid. The calculation model of the plane model was created using CATIA software, the software plug-in software was used to transform the model to directly read the ABAQUS software model. Calculation can be given to each welding temperature distribution and stress distribution. At the same time, the cooling after welding was considered in the welding process. Computer simulation gave the overall structure of the stress distribution and strain energy curve.
文章引用:张宏志, 盛选禹, 候巍. 基于ABAQUS的U型焊缝焊接过程模拟和应力分析 [J]. 建模与仿真, 2014, 3(2): 17-24. http://dx.doi.org/10.12677/MOS.2014.32004

参考文献

[1] 陈军城, 俞海良, 芦凤桂, 唐新华 (2008) 高强钢激光穿透焊熔池温度场数值模拟. 应用激光, 3, 177-179.
[2] 盛选禹, 主编 (2004) CATIA曲线和曲面功能详解. 机械工业出版社, 北京.
[3] CATIA用户手册.
[4] 李振华, 吴晓, 高海龙, 黄园园 (2010) 基于ANSYS 的焊接箱形梁裂纹断裂分析. 起重运输机械, 7, 84-87.
[5] 王中辉, 王玉 (2010) 焊接数据模拟方法. 电焊机, 7, 24-27.
[6] 屈立军, 李焕群, 王跃琴 (2009) Q345 (16Mn) 钢在恒温加载条件下的应力2应变曲线和弹性模量. 火灾科学, 4, 187-191.
[7] 宿成, 董方, 席玉军, 赵强, 吉利宏 (2010) Q345B微合金钢的高温变形行为. 内蒙古科技大学学报, 4, 319-322.
[8] 徐义波, 王效岗, 凡明, 韩贺永, 刘建永 (2009) Q 345D 钢高温力学性能试验研究. 机械工程与自动化, 5, 84- 86.
[9] 刘志刚, 苏白兰, 韦弦 (2003) Q345 钢板焊接性能研究. 河南冶金, 1, 14-15.
[10] 李国强, 陈凯, 蒋首超, 殷颖智 (2001) 高温下Q345 钢的材料性能试验研究. 建筑结构, 1, 53-55.
[11] 李焕群, 屈立军, 王跃琴 (2009) 国产Q345钢600℃恒载升温试验研究. 钢结构年, 11, 84-88.
[12] Simulia用户手册.