1)weld[英][weld][美][w?ld]焊缝
1.Analysis for toughness of 2205 duplex stainless steel pipe welds;2205双相不锈钢管焊缝韧度分析
2.Research on metal magnetic memory testing in weld inspection;磁记忆检测在焊缝检验中的应用研究
3.Second Phase Particles in CGHAZ and Weld of Ti-V-Nb Microalloyed Pipeline Steel;Ti-V-Nb微合金管线钢焊缝及热影响区中第二相粒子
英文短句/例句
1.Welding the welds which are stagger first, then is the straight ang long weld.先焊错开的端焊缝，后焊直通长焊缝。
2.The Modification to Inside Weld Grinding Machine for JCOE Formed Longitudinal Submerged Arc Welded PipeJCOE直缝埋弧焊管内焊缝磨削机的改造
3.Visual Sensing for Automatic Weld Tracking Systemto CO_2 Pre-welding of Longitudinal Welded Pipe直缝焊管CO_2预焊视觉传感焊缝自动跟踪系统
4.Research on pipeline girth welding joint with copper infiltration and copper back-up shoes root welding管道环焊缝采用铜衬垫根焊及焊缝渗铜研究
5.Longitudinal Submerged Arc Welded Pipe Weld Tracking Method and Misalignment Analysis直缝埋弧焊管焊缝跟踪方法与焊偏分析
6.Ceramic Cushion of Steel Pipe Weld Aided Device and Its Welding Procedure钢管焊缝陶瓷垫补焊装置及焊接工艺
7.Indicates concave, convex or flush welds. Increase height to fit above other weld symbol.指示凹焊缝、凸焊缝或平焊。增加高度以配合其他焊接符号。
8.allowable offset in circumferential joints圆周焊缝的允许偏移
9.all-weld-metal test specime全焊缝金属试验样品
10.insufficient or excess reinforcement of weld加强焊缝不足或过量
11.criteria of ultrasonic examination of welded seam焊缝超声波探伤标准
12.Weld identification single hole punch.鉴别焊缝的单孔冲压机
13.Welds-symbolic representation on drawingsGB/T324-1988焊缝符号表示法
14.allowable offset in longitudinal joints纵向焊缝的允许偏移
15.Arc strikes outside of the welds were avoided.焊缝外要避免电弧穿刺。
16.If any sample weld is deficient, all welds shall be checked.若任一取样焊缝有缺陷，需检查所有焊缝。
17.This welding line should be gouged and welded again before tightness inspection.这条焊缝在密性检查前要碳刨、焊。
18.The box corner welds were made with E70 electrodes.箱型梁内角部焊缝所用的电焊条为E70。
相关短句/例句
welding seam焊缝
1.Study of nondestructive magnetic inspection of pressure vessel welding seam on neural network;基于神经网络的压力容器焊缝磁性无损检测的研究
2.The expert system of X-ray welding seam defects digtinguishing;射线焊缝缺陷识别的专家系统
3)weld seam焊缝
1.Real time detecting technology for weld seam position based on DSP;基于DSP的焊缝位置实时检测技术
2.Initial study on ballistic performance and stress corrosion resistance property of weld seam of 2519-T87 armor plate;2519-T87装甲板焊缝抗弹规律及抗应力腐蚀性能初探
3.Control of the Weld Seam Sizes of a 400m~3 Spherical Tank;400m~3球罐焊缝组对几何尺寸控制
4)welds[英][weld][美][w?ld]焊缝
1.Analysis of finite element of residual stresses in different welds;不同坡口焊缝残余应力的有限元分析
2.Research into the methods for ultrasonic testing of welds for steel- structure truss with connected lines;钢结构桁架相贯线焊缝超声检测方法研究
5)welding line焊缝
1.Heat source model for 2D welding temperature field simulation based on the configuration of welding line;基于焊缝形状的二维焊接温度场模拟热源模型
2.Magnetic memory testing on welding line of pressure pipeline;压力管道焊缝的磁记忆检测
3.The structure and properties of the welding line were studied.利用研制的一种可焊接6～10mm厚钢结构件的Cu基自蔓延焊笔,焊接了10mm厚的Q235钢和45钢,研究了其焊缝的组织形貌和性能,发现焊缝与基体间存在熔合区,焊缝属于熔焊焊接。
6)welded joint焊缝
1.This fitness tubing is difficult to roll,because tubing\'s beam-to-depth ratio is 3,the welded joint must be in the angle department,and the connection fillet of long and short side is also not the same.健身器管材的宽高比等于3,并且要求焊缝在角部;长边与短边的连接圆角亦不相等,轧制难度较大。
2.The results showed that welded joint depressed with the raising temperature.试验结果表明:随着焊接温度的升高,焊缝宽度逐渐减小,焊缝形状始终呈弯曲状;焊缝组织由块状逐渐转变为短棒状、针状到最后的网状组织;在焊接温度为560℃时,接头的强度最高。
3.5W pipe welded joint was studied.5W合金管焊缝的耐蚀性能进行了研究。
延伸阅读
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, ,0SOLVE=====================!定义残余应力矩阵I=1fy=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,THENEleIS(I,1,1)=4.076*fy*(EleCenter(I,2,1)-0.5)**2EleIS(I,1,1)=EleIS(I,1,1)-0.719*fy*IF,EleIS(I,1,1),LT,-0.3*fy,THENELeIS(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
