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1)  welded seam burst
焊缝裂开
2)  weld seam cracking
焊缝开裂
1.
The occurrence of weld seam cracking is considered to be mainly caused by the crassitude elongated grains,the porosity,slag inclusion,inclusion,the Cl-corrosion because of the carbide precipitation along the grain boundary.
采用扫描电镜及电子探针、金相组织、化学成分、力学性能等方法,系统分析了Inconel 600氯化反应器焊缝开裂原因,认为焊缝开裂的原因是焊缝柱状晶粗大,存在气孔、夹渣、缩松和夹杂缺陷,焊缝强度较低;铬的碳化物沿晶界析出,使晶界处贫铬,产生氯离子晶间腐蚀,使焊缝强度急剧降低,导致焊缝在设备运行时开裂。
2.
It is considered that the occurrence of weld seam cracking is mainly caused by the crassitude elongated grains and that there exist porosities,slag inclusions,inclusions and that the water is not throughly desiccated from.
采用扫描电镜及电子探针、金相组织、化学成分、力学性能等分析方法,系统分析了Inconel600氯化反应器焊缝开裂原因。
3)  weld cracking
焊接裂纹,焊缝开裂
4)  corrosion cracking of welds
焊缝腐蚀开裂
1.
The corrosion cracking of welds of tail gas Al-diffused pipelines and the corrosion of Al-diffused steel near the welds in the de-mer-captan service of Luoyang Petrochemical Complex are analyzed.
对洛阳石油化工总厂脱硫醇尾气渗铝管线焊缝腐蚀开裂及近焊缝处渗铝钢腐蚀的原因进行了分析,指出主要是焊接质量问题所致,而在脱硫醇尾气所含的腐蚀介质中S,Cl,N等元素加速了焊缝及近焊缝处渗铝钢腐蚀开裂,通过控制焊缝质量可使腐蚀得到控制。
5)  bead weld cracking test
焊缝开裂试验
6)  seam [英][si:m]  [美][sim]
线缝;缝合;焊合;铆合;裂开
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