工字梁,I-beam,音标,读音,翻译,英文例句,英语词典

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1) I-beam [英]['aibi:m] [美]['aɪ,bim] 点击朗读

工字梁

Generally, the box girders have been simplified as i-beam. 点击朗读

基于此,就箱梁与截面等效工字梁抗剪性能的区别与箱梁尺寸效应两个参数进行箱梁的抗剪性能的研究是非常有意义的。

更多例句>>

2) I section beam 点击朗读

工字梁

Thin walled I section beam is weak in resisting torsional loads. 点击朗读

在上下翼缘之间焊接缀板是提高工字梁抗扭性能的一种措施。

更多例句>>

3) I-steel beam 点击朗读

工字钢梁

Among various steel structures, I-steel beam (H-steel beam) is the most widely used as the main structure of almost all engineering works.

作为钢结构中的主要构件之一的工字钢梁(H钢梁)是工程中使用最多的型钢之一。

更多例句>>

4) I-steel beam bridge 点击朗读

工字梁桥

5) Ⅰ-beam 点击朗读

工字型梁

The Ⅰ-beam is a widely used structure in engineering. 点击朗读

工字型梁是工程中最常见的结构之一。

更多例句>>

6) wood I-beam 点击朗读

工字木梁

With reference to the construction of the pier shafts of Caiyuanba Changjiang River Bridge in Chongqing, the structural types and features of the cantilever formwork system with wood I-beams are presented.

结合重庆菜园坝长江大桥墩柱施工,介绍工字木梁悬臂模板系统的结构形式与特点。

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

木制工字梁预制工字梁工字形曲梁工字型钢梁工字形钢梁简支工字梁工字梁效应

工字梁柱双工字梁工字梁，工字钢Ｈ形梁;工字梁工字梁;Ｉ形梁

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 -> 工字梁 1) I-beam [英]['aibi:m] [美]['aɪ,bim] 工字梁 1. Generally, the box girders have been simplified as i-beam. 基于此,就箱梁与截面等效工字梁抗剪性能的区别与箱梁尺寸效应两个参数进行箱梁的抗剪性能的研究是非常有意义的。更多例句>> 2) I section beam 工字梁 1. Thin walled I section beam is weak in resisting torsional loads. 在上下翼缘之间焊接缀板是提高工字梁抗扭性能的一种措施。更多例句>> 3) I-steel beam 工字钢梁 1. Among various steel structures, I-steel beam (H-steel beam) is the most widely used as the main structure of almost all engineering works. 作为钢结构中的主要构件之一的工字钢梁(H钢梁)是工程中使用最多的型钢之一。更多例句>> 4) I-steel beam bridge 工字梁桥 5) Ⅰ-beam 工字型梁 1. The Ⅰ-beam is a widely used structure in engineering. 工字型梁是工程中最常见的结构之一。更多例句>> 6) wood I-beam 工字木梁 1. With reference to the construction of the pier shafts of Caiyuanba Changjiang River Bridge in Chongqing, the structural types and features of the cantilever formwork system with wood I-beams are presented. 结合重庆菜园坝长江大桥墩柱施工,介绍工字木梁悬臂模板系统的结构形式与特点。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。参考词条木制工字梁预制工字梁工字形曲梁工字型钢梁工字形钢梁简支工字梁工字梁效应

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