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1)  T stress
T应力
1.
The numerical results indicated that the thickness of specimen, T stress and the mixed mode degree all had obvious influences on the following parameters: T z and β (defined to describe the degree of multiaxiality of the stress state).
探讨了试样厚度t ,T应力和外载复合度 φ对离面应力参量Tz、离面约束参量 β的重要影响 。
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2)  T-stress
T-应力
1.
In this article,we use the T-stress to describe the constraint effects.
本文用T-应力描述裂纹端约束效应,在给出与裂纹端约束相关的断裂准则的基础上,用Mont-carlo随机模拟法对具有半椭圆形表面裂纹的钢制厚壁圆筒形容器的断裂失效概率进行了计算。
3)  prestressing T-beam
预应力T梁
1.
The precast technology of post-tensioned method prestressing T-beam of Lianghekou Bridge;
两河口大桥后张法预应力T梁预制工艺
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4)  general T-stress
广义T应力
1.
Effect of general T-stress on stress intensity factor of a crack
广义T应力对裂纹应力强度因子的影响
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5)  prestressed T-shaped girder
预应力T型梁
6)  simply supported PC T girder
预应力简支T梁
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