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您的位置：首页 -> 词典 -> 初应力载荷理论
1)  initial stress load theory
初应力载荷理论
2)  initial static load effect
初始静力荷载效应
3)  load stress
荷载应力
1.
Analysis of influence by differential settlement of foundation to cement concrete pavement load stress;
不均匀沉降对水泥混凝土路面荷载应力的影响
2.
The law that the load stress at the loading position critical to fatigue loss varies with the structural parameters of CRCP is studied at different intervals of the cracks, with relevant proposals for confirming those parameters.
研究了不同CRCP裂缝间距下,CRCP疲劳损耗临界荷位处的荷载应力随路面结构参数变化的规律,对路面结构参数的确定提出了相应的建议。
更多例句>>
4)  loading stress
荷载应力
1.
Effects of existing asphalt pavement on loading stress of ultra-thin-whitetopping pavement;
旧沥青路面对超薄水泥混凝土路面荷载应力影响
2.
Exact solution of loading stress in continuously reinforced concrete pavement;
连续配筋混凝土路面荷载应力精确解
3.
Analysis of the Loading Stress of RCC-AC Composite Pavement;
碾压混凝土与沥青混凝土复合式路面结构荷载应力分析
更多例句>>
5)  loading stress
载荷应力
6)  stress loading
应力载荷
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