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1)  Skirt weld
裙座焊缝
2)  weld seam at pipe seat
管座焊缝
3)  pipe socket angle seam
管座角焊缝
1.
Discussion on ultrasonic testing of the pipe socket angle seam;
浅谈管座角焊缝超声波探伤
4)  skirt [英][skɜ:t]  [美][skɝt]
裙座
1.
Based on the analysis of the material specification stipulated in JB 4710—2005 "Steel Vertical Vessel Supported by Skirt",combined with the practical experience for long times and other codes at home and abroad,some suggestions on selection of skirt material were presented in this article.
通过分析JB/T4710—2005《钢制塔式容器》中对于裙座材料选取的规定,结合国内塔器裙座设计的多年实践经验,并参照国外和国内的相关规范,提出笔者对裙座材料选取的建议。
2.
As CCR reactors of"Four in One"design are subject to high temperature,internal pressure and pressure drop,equipment weight,wind load and seismic load etc,the skirt location has a very large com- plicated stress distribution.
连续重整装置四合一反应器承受高温、内压及压力降、自重、风、地震等载荷作用,其裙座部位的应力数值很大、分布复杂,因此裙座结构是该设备的设计关键。
3.
Several structure patterns of the skirt of coke tower have been analyzed.
对大型焦炭塔裙座与壳体连接的几种结构型式进行了分析比较,介绍其中性价比较好但制造难度较大的对接堆焊连接结构,对其制作难点和制作过程进行了阐述。
5)  the fillet welds in nozzle stubs of thermal meter
热工仪表接管座角焊缝
6)  column skirt
塔裙座
补充资料:ANSYS工字梁焊缝初应力例子

建立好模型
…..
/SOLU
!*
ANTYPE,0
/INPUT,'input','txt',
/INPUT,'output1','txt',
!*
ISFILE,READ,1,txt, ,0
SOLVE
=====================
!定义残余应力矩阵
I=1
fy=310e6
!定义单元中心坐标数组,初应力数组
*DIM,EleCenter,ARRAY,NumNode,3,1, , ,
*DIM,EleIS,ARRAY,NumNode,1,1, , ,
*DO,I, 1, NumNode,1
!得到单元中心坐标
*GET,EleCenter(I,1,1),ELEM,I,CENT,X
*GET,EleCenter(I,2,1),ELEM,I,CENT,Y
*GET,EleCenter(I,3,1),ELEM,I,CENT,Z
!焊缝位置在X=1.0 到1.05 之间
*IF,EleCenter(I,1,1),GT,1,THEN
*IF,EleCenter(I,1,1),LT,1.05,THEN
*IF,EleCenter(I,2,1),GT,0.5,THEN
!上翼缘初始应力
EleIS(I,1,1)=-20*fy*EleCenter(I,3,1)**2+0.3*fy
*endif
*IF,EleCenter(I,2,1),LT,0.0,THEN
!下翼缘初始应力
EleIS(I,1,1)=-20*fy*EleCenter(I,3,1)**2+0.3*fy
*endif
!腹板初始应力
*if,EleCenter(I,2,1),GE,0.0,THEN
*IF,ELECENTER(I,2,1),LE,0.5,THEN
EleIS(I,1,1)=4.076*fy*(EleCenter(I,2,1)-0.5)**2
EleIS(I,1,1)=EleIS(I,1,1)-0.719*fy
*IF,EleIS(I,1,1),LT,-0.3*fy,THEN
ELeIS(I,1,1)=-0.3*fy
*ENDIF


*ENDIF
*ENDIF
*ENDIF
*ENDIF
*ENDDO
===============
!输出应力数值
*CFOPEN,'1','txt',' '
*DO,I,1,3840
!*IF,EleIS(I,1,1),ne,0.,then
*VWRITE,'!'
(A)
*VWRITE,'! Stress for element',
(A,F)
*VWRITE,'!'
(A)
*VWRITE,'eis,',I
(A,F)
P=EleIS(I,1,1)
*VWRITE,P,0.,0.,0.,0.,0.
(E,E,E,E,E,E)
!*ENDIF
*ENDDO
*CFCLOS

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条