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1) seam-welding equipment
缝焊设备
2) solder design
焊缝设计
1.
As to the complicated solder design in the engineering practice,the rationality of the design can be judged based on the factors of solder by the network method.
在实际工程中对于复杂的焊缝设计,利用神经网络的方法输入影响焊缝的主要因素,即可判断设计是否可靠。
3) Sewing machine
缝纫设备
1.
Taking the principle of ecological chains as an example, the author analyzes and discusses some problems in the process of developing sewing machine .
提出“创新思维原则”的概念 ,用它进行源创性的设计方案开发 ,以产品“生态”链思维原则为例 ,对缝纫设备研究开发中的若干问题作了分析和探讨 ,结论供有关人员参考。
4) cutting-slot equipment
割缝设备
5) Sewing Equipments
缝制设备
6) welding equipment
焊接设备
1.
The situation analysis of import & export welding equipment in the 90 s;
90年代进出口焊接设备情况分析
2.
A special purpose automatic welding equipment was designed and developed according to the requirement of thick-thin steel plates welding of container crane box beam.
根据集装箱吊车箱形梁中厚薄板焊接要求,设计了一台专用自动焊接设备。
3.
The components, energy-saving effect and producing process of the welding equipment were described, and the application of TLP bonding in the future was also analyzed.
以管道感应加热瞬时液相扩散焊新工艺为引导,叙述了开放式管道感应加热瞬时液相扩散焊接工艺的特点及优势,对开放式瞬时液相扩散焊接机的组成、节能效果及本焊接设备的开发研制过程进行了描述,并对新型开放式瞬时液相扩散焊接工艺及设备的应用前景进行了分析。
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
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