焊缝设计,solder design,音标,读音,翻译,英文例句,英语词典

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1) solder design 点击朗读

焊缝设计

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。

2) design throat thickness 点击朗读

焊缝设计厚度

3) seam-welding equipment 点击朗读

缝焊设备

4) welding seam calculating 点击朗读

焊缝计算

例句>>

5) seamless design 点击朗读

无缝设计

The whole seamless design and construction control of basement concurrent garage; 点击朗读

地下室兼车库整体无缝设计与施工控制

Application of new seamless design method in actual engineering; 点击朗读

无缝设计新方法在实际工程中的应用

Combined with practical engineering,the author proposes seamless design scheme of super-long reinforced concrete plant structure by using expansion-reinforcing band,and discusses the problems should be noticed in the construction, which to offer a reference for similar construction.

对钢筋混凝土结构裂缝产生的原因进行了分析,结合工程的实际情况,提出了采用膨胀加强带进行超长钢筋混凝土厂房结构的无缝设计方案,并对施工中应注意的问题进行了论述,可供类似工程借鉴。

更多例句>>

6) designof sealant joint 点击朗读

接缝设计

例句>>

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

焊缝缝焊

焊盘设计焊条设计焊接设计焊口设计焊缝计算厚度伸缩缝设计

说明：双击或选中下面任意单词，将显示该词的音标、读音、翻译等；选中中文或多个词，将显示翻译。
	您的位置：首页 -> 词典 -> 焊缝设计 1) 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。 2) design throat thickness 焊缝设计厚度 3) seam-welding equipment 缝焊设备 4) welding seam calculating 焊缝计算例句>> 5) seamless design 无缝设计 1. The whole seamless design and construction control of basement concurrent garage; 地下室兼车库整体无缝设计与施工控制 2. Application of new seamless design method in actual engineering; 无缝设计新方法在实际工程中的应用 3. Combined with practical engineering,the author proposes seamless design scheme of super-long reinforced concrete plant structure by using expansion-reinforcing band,and discusses the problems should be noticed in the construction, which to offer a reference for similar construction. 对钢筋混凝土结构裂缝产生的原因进行了分析,结合工程的实际情况,提出了采用膨胀加强带进行超长钢筋混凝土厂房结构的无缝设计方案,并对施工中应注意的问题进行了论述,可供类似工程借鉴。更多例句>> 6) designof sealant joint 接缝设计例句>> 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)=-20fyEleCenter(I,3,1)2+0.3fy endif IF,EleCenter(I,2,1),LT,0.0,THEN !下翼缘初始应力 EleIS(I,1,1)=-20fyEleCenter(I,3,1)*2+0.3fy 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)=4.076fy(EleCenter(I,2,1)-0.5)2 EleIS(I,1,1)=EleIS(I,1,1)-0.719fy IF,EleIS(I,1,1),LT,-0.3fy,THEN ELeIS(I,1,1)=-0.3fy 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。参考词条焊缝缝焊

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