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1)  Herringbone fins
人字形肋
2)  herring-bone folded-plate ribbed shell
人字形密肋式折板壳
3)  I-shape multi-ribbed beam
工字形密肋梁
4)  herringbone piles
人字形桩
1.
The Q~ S Curves was used with the Plaxis finite analysis program to estimate the vertical carrying capacity of herringbone piles and vertical piles having same pile top space between.
通过有限元计算分析,对在粘土中人字形桩和竖直双桩的抗拔与抗压承载力Q~S曲线进行了定性的比较分析,得出了在相同桩顶间距时,人字形桩抗拔抗压性能均优于竖直双桩抗拔抗压性能的结论。
5)  herringbone column
人字形柱
1.
The triangular varying section (shuttle shape) herringbone columns with the heights of 16~37m and the roofing box ribbed metal deck with 12 m and 14 m sp.
航站楼钢屋盖面积约160000m2,全部采用相贯焊接的圆管及方管圆弧形钢桁架结构,是中国目前规模较大的空心管结构工程,其中16~37m高的三角形变截面(三管梭形钢格构)人字形柱、12m及14m跨度的屋面箱形压型钢板是首次在中国应用。
6)  character shaped dam
人字形坝
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