期刊文献+

支铰钢梁的振动时效与残余应力分析 被引量:2

Analysis of Vibratory Stress Relief and Residual Stress on Trunnion Steel Girder
下载PDF
导出
摘要 为消除刘家道口弧形闸门支铰钢梁焊接后的残余应力,通过有限元分析,确定了采用振动时效工艺,并对振动时效的效果进行了分析。结果表明:振动时效方案可有效消除钢梁的残余应力,为同类工程消除残余应力提供了范例和经验。 According to theory analysis, the vibratory stress relief (VSR) technique was used on trunnion steel girder of pivoted gate in Liujiadaokou water complex project, which helps eliminate the residual stress. The effect of VSR was analyzed. The results showed that the residual stress on girder was eliminated effectively by VSR technique which validated by finite element method. It provided important experience for other projects.
出处 《理化检验(物理分册)》 CAS 2009年第3期148-151,共4页 Physical Testing and Chemical Analysis(Part A:Physical Testing)
关键词 支铰钢梁 振动时效 残余应力 trunnion steel girder vibratory stress relief residual stress
  • 相关文献

参考文献2

  • 1王勖成.有限单元法[M].北京:清华大学出版社,2007.
  • 2CB/T3395-1992残余应力测试方法钻孔应变释放法[S].

共引文献16

同被引文献12

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部