结构焊缝,construction joint,音标,读音,翻译,英文例句,英语词典

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1) construction joint 点击朗读

结构焊缝

例句>>

2) structured light image of weld seam 点击朗读

结构光焊缝图像

Abstraction of line segment characteristic from structured light image of weld seam based on Beamlet transform

基于Beamlet变换的结构光焊缝图像线性特征提取

更多例句>>

3) cracking in structural weld 点击朗读

结构焊缝中的开裂

4) Detail of welded joints 点击朗读

焊缝构造

例句>>

5) Structure crack 点击朗读

结构裂缝

Prevention analysis and treatment measures of steel bar concrete structure crack; 点击朗读

钢筋混凝土结构裂缝预防分析与处理措施

Has summarized the concrete structure crack present situation, analyzed it to have the reason, proposed the concrete structure crack prevention as well as the control strategy.

本文简述了混凝土结构裂缝现状,分析了其产生原因,提出了混凝土结构裂缝的预防以及控制策略。

更多例句>>

6) structural crack 点击朗读

结构裂缝

Study on the causes of structural cracks of buildings and quality control measures; 点击朗读

建筑结构裂缝产生的原因及质量控制

The control solution of the structural crack for mass concrete; 点击朗读

大体积混凝土结构裂缝的控制措施

Based on the practice, this paper advances some measures for treating the structural cracks on the reinforced concrete, including the surface patching method and the internal patching method.

在实践的基础上,提出了钢筋混凝土结构裂缝的治理方法,包括表面修补法和内部修补法。

更多例句>>

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

缝型结构无缝结构宽缝结构

狭缝结构结构分缝结构缝分缝结构缝合结构裂缝结构

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	您的位置：首页 -> 词典 -> 结构焊缝 1) construction joint 结构焊缝例句>> 2) structured light image of weld seam 结构光焊缝图像 1. Abstraction of line segment characteristic from structured light image of weld seam based on Beamlet transform 基于Beamlet变换的结构光焊缝图像线性特征提取更多例句>> 3) cracking in structural weld 结构焊缝中的开裂 4) Detail of welded joints 焊缝构造例句>> 5) Structure crack 结构裂缝 1. Prevention analysis and treatment measures of steel bar concrete structure crack; 钢筋混凝土结构裂缝预防分析与处理措施 2. Has summarized the concrete structure crack present situation, analyzed it to have the reason, proposed the concrete structure crack prevention as well as the control strategy. 本文简述了混凝土结构裂缝现状,分析了其产生原因,提出了混凝土结构裂缝的预防以及控制策略。更多例句>> 6) structural crack 结构裂缝 1. Study on the causes of structural cracks of buildings and quality control measures; 建筑结构裂缝产生的原因及质量控制 2. The control solution of the structural crack for mass concrete; 大体积混凝土结构裂缝的控制措施 3. Based on the practice, this paper advances some measures for treating the structural cracks on the reinforced concrete, including the surface patching method and the internal patching method. 在实践的基础上,提出了钢筋混凝土结构裂缝的治理方法,包括表面修补法和内部修补法。更多例句>> 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。参考词条缝型结构无缝结构宽缝结构

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