增量初应力,Incremental iteration formulas,音标,读音,翻译,英文例句,英语词典

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1) Incremental iteration formulas 点击朗读

增量初应力

2) initial stress increment FEM 点击朗读

初应力增量有限元

Since there are some shortages in calculating the wetting deformation of sand with the Nobari method and the Single-Line method,the initial stress increment FEM is put forward in this paper and the corresponding program is developed.

针对砂土湿化变形计算中N obari法和单线法的不足,采用初应力增量有限元的分析方法,并编制相应的计算程序,对某高速公路路基砂土三轴试验得到的Duncan-Chuang模型参数进行计算分析。

3) amending increment-original stress method 点击朗读

修正增量-初应力法

4) incremental stress 点击朗读

增量应力

By in troducing a incremental concept under the condi-tion of the microvascular wall in compressibility,both the incremental stress and strain were ealcu-lated for arterioles(internal diameter.

引入增量应力和应变的概念，计算了在心室颤前后微动脉血管（内径小于１００μｍ）应力与应变的变化规律，并获得了在不同期间内血管的本构方程。

5) Stress increment 点击朗读

应力增量

Calculation models of stress increment of prestressing tendons using the deformation of externally prestressed beams;

梁体变形计算体外预应力筋应力增量

A unified algorithm for calculating stress increment of external tendons based on deflection;

基于挠度的体外预应力梁应力增量统一算法

Analysis of stress increment of reinforcing frame beams by outside prestressed technology;

体外预应力加固混凝土框架梁体外筋应力增量分析

更多例句>>

6) the increment of initial stress 点击朗读

初应变增量法

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

增量Lagrange应力最小主应力增量极限应力增量应力增量分解有效应力增量初应力，初始应力预应力筋内力增量初始应力

增量初始应变法预应力增量偏应力增量应力增量比

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	您的位置：首页 -> 词典 -> 增量初应力 1) Incremental iteration formulas 增量初应力 2) initial stress increment FEM 初应力增量有限元 1. Since there are some shortages in calculating the wetting deformation of sand with the Nobari method and the Single-Line method,the initial stress increment FEM is put forward in this paper and the corresponding program is developed. 针对砂土湿化变形计算中N obari法和单线法的不足,采用初应力增量有限元的分析方法,并编制相应的计算程序,对某高速公路路基砂土三轴试验得到的Duncan-Chuang模型参数进行计算分析。 3) amending increment-original stress method 修正增量-初应力法 4) incremental stress 增量应力 1. By in troducing a incremental concept under the condi-tion of the microvascular wall in compressibility,both the incremental stress and strain were ealcu-lated for arterioles(internal diameter. 引入增量应力和应变的概念，计算了在心室颤前后微动脉血管（内径小于１００μｍ）应力与应变的变化规律，并获得了在不同期间内血管的本构方程。 5) Stress increment 应力增量 1. Calculation models of stress increment of prestressing tendons using the deformation of externally prestressed beams; 梁体变形计算体外预应力筋应力增量 2. A unified algorithm for calculating stress increment of external tendons based on deflection; 基于挠度的体外预应力梁应力增量统一算法 3. Analysis of stress increment of reinforcing frame beams by outside prestressed technology; 体外预应力加固混凝土框架梁体外筋应力增量分析更多例句>> 6) the increment of initial stress 初应变增量法补充资料：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。参考词条增量Lagrange应力最小主应力增量极限应力增量应力增量分解有效应力增量初应力，初始应力预应力筋内力增量初始应力

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