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1) Example library
例子库
2) subroutine library
子例程库
3) business process case-base
电子商务流程案例库
4) Case base
案例库
1.
The representing of case and construction of case base by CBR method;
CBR方法中的案例表示和案例库的构造
2.
Building case base of EC designing system based on CBR;
基于案例推理的电子商务网站智能设计系统的案例库
3.
Application of fractal in case base maintenance
分形技术在案例库维护中的应用
5) casebase
事例库
1.
Study on Case-based Reasoning Injection Mould Assembly Casebase;
基于CBR的注塑模装配体事例库的研究
2.
The content,expression of moldbase case and its structure in casebase were illustrated.
阐明了模架事例的组成、表达内容、表达形式以及在事例库中的组织,并将数据库技术应用于事例数据的管理。
6) case library
事例库
1.
The Research of the Case Library s Access Technology Based on Grid;
基于网格的事例库存取技术的研究
2.
On the basis of researching the fundamental structure of case library system, some key techniques, such as mechanism of resource agent, technique of Java mid-ware, application of UG/Open API, explorer of case library etc, and realization method were further studied.
在研究了先进的分布式模具事例库系统基本结构的基础上,研究了资源代理机制、Java中间件技术、UG/Open API事例库浏览器等关键技术和实现方法。
3.
Based on the flexibility and safety analyzed for the distributed N-tier case library,some key techniques,such as mechanism of agent,Java mid-ware,UG/Open API and browser of cased library,were used to implement a universal case library system.
通过分析N层可扩展的分布式事例库系统结构的灵活性和安全性,采用代理机制、Java中间件、UG/Open API、事例库浏览器等技术,实现了一个通用的模具事例库系统,为用户提供模具设计事例库的浏览、编辑与管理功能,有助于产品设计的检索、重用与管理。
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
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