1)  glut weld
v 形焊缝
2)  V-shape weld seam
V形焊缝
1.
This paper designed a curve fitting algorithm for the characteristic parameter extraction from the V-shape weld seam image with structure light, which was based on the disturbance characteristics of arc light and splashes and the superiority of projection and curvature methods.
依据带辅助结构光V形焊缝及其弧光和飞溅干扰图像的特点,尝试结合投影法和曲率法的优势,设计了一种满足实时性要求的焊缝特征点提取的曲线拟合算法。
3)  V-shaped weld
V形焊缝
4)  bevel weld
半V形焊缝
5)  circular welding seam
环形焊缝
1.
It adopted current welding equipment to design a kind of moving and swinging organ for welding torch in order to solve the problem of screen pipe filtration unit circular welding seam automatic welding.
为了解决采油筛管过滤单元环形焊缝自动焊接的问题,利用现有的焊接装备,设计了一种焊枪移动和摆动机构。
6)  spike-like weld profile
钉形焊缝
1.
Modeling and validation for spike-like weld profile in electron beam welding of nickel-based superalloy;
针对深熔电子束焊特有的钉形焊缝形貌特征,在综合考虑了熔池和匙孔中能量吸收与再分布效应的基础上,建立了高斯面热源和圆柱体热源组合的移动热输入数值模型。
7)  T-shaped welded joint
T形焊缝
8)  I-weld
I形焊缝
9)  U-weld
U形焊缝
10)  saddle weld
鞍形焊缝
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