工字型梁,Ⅰ-beam,音标,读音,翻译,英文例句,英语词典

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1) 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>>

2) I-type steel beam 点击朗读

工字型钢梁

This paper analyzes the shortages of current used design method of I-type steel beam under biaxial bending,and proposes a simple and practical design method through studying the force of this steel beam,in order to popularize steel beam under biaxial bending.

分析了现采用的双向受弯工字型钢梁设计方法的不足,通过研究双向受弯工字型钢梁的受力,提出了一种简单实用的设计双向受弯工字型钢梁的方法,以推广双向受弯型钢梁。

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3) girder beam 点击朗读

大型工字梁

4) simply supported "Ⅰ" section steel beam 点击朗读

简支工字型钢梁

The paper mainly introduced the systematic derivative process of calculations of critical load for the simply supported "Ⅰ" section steel beam under distributed load.

主要给出了均布荷载作用下简支工字型钢梁临界荷载计算公式完整的推导过程。

更多例句>>

5) 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>>

6) I-steel beam bridge 点击朗读

工字梁桥

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

工字梁，工字钢Ｈ形梁;工字梁工字梁;Ｉ形梁木制工字梁预制工字梁工字形曲梁

工字梁工字木梁工字梁柱双工字梁箱型柱-工字梁节点

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	您的位置：首页 -> 词典 -> 工字型梁 1) 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>> 2) I-type steel beam 工字型钢梁 1. This paper analyzes the shortages of current used design method of I-type steel beam under biaxial bending,and proposes a simple and practical design method through studying the force of this steel beam,in order to popularize steel beam under biaxial bending. 分析了现采用的双向受弯工字型钢梁设计方法的不足,通过研究双向受弯工字型钢梁的受力,提出了一种简单实用的设计双向受弯工字型钢梁的方法,以推广双向受弯型钢梁。更多例句>> 3) girder beam 大型工字梁 4) simply supported "Ⅰ" section steel beam 简支工字型钢梁 1. The paper mainly introduced the systematic derivative process of calculations of critical load for the simply supported "Ⅰ" section steel beam under distributed load. 主要给出了均布荷载作用下简支工字型钢梁临界荷载计算公式完整的推导过程。更多例句>> 5) 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>> 6) I-steel beam bridge 工字梁桥补充资料：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。参考词条工字梁，工字钢Ｈ形梁;工字梁工字梁;Ｉ形梁木制工字梁预制工字梁工字形曲梁

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