说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> MARC文件
1)  MARC file
MARC文件
2)  MSC-MARC programs
MSC-MARC软件
3)  MARC software
MARC软件
1.
Application of Marc software to analysis of seepage field and seepage force;
Marc软件在分析渗流场和渗流力中的应用
2.
This paper introduced the make_up of Marc software and its feature of nonlinear analysis, and discussed contact analysis with Marc software.
详细介绍了Marc软件的各部分组成及其非线性分析功能的特点 ,并对使用Marc软件进行接触分析作了探讨。
4)  MARC program
MARC软件
1.
Using the MARC program, the authors analyze effects of soil parameters, such as cohesion, frictional coefficient, and elastic modulus, on the bearing performance of a large diameter hollow pile.
借助MARC软件,系统分析了桩周土体c、值及土体模量E值对大直径空心桩承载力的影响,分析表明E值是影响 大直径桩承载力的主要因素。
2.
Using MARC program and by the view of elastoplasticity, the paper analyses the engineering characters of ecology retaining wall, a kind of new style retaining wall which made of Geocell.
论文运用MARC软件对土工格室生态挡墙这一新型挡墙的工程性状进行了弹塑性数值仿真分析。
5)  MSC/MRC Software
MSC/MARC软件
6)  finite element software MARC
有限元软件包MARC
补充资料:ANSYS模型转到MSC.MARC

!ANSYS命令流
! 写单元及节点数据文件
! 作者:陆新征,清华大学土木系
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
!选中所有单元
ALLSEL,ALL
! 得到当前模型中的总节点数
*GET,NNode,NODE,,COUNT, , , ,
!输出节点
*CFOPEN,Node,txt
*VWRITE
('coordinates')
*VWRITE,chrval(3),chrval(NNode),chrval(0),chrval(1)
(4A5)
*DO,I,1,NNode
*VWRITE,I,NX(I),NY(I),NZ(I)
(F8.0,3F13.5)
*ENDDO
*CFCLOS


!打开单元文件
*CFOPEN,ELEM,txt
!得到所有单元数
ESEL,S,ENAME,,65
ALLSEL,ALL
*GET,NElem,ELEM,,COUNT, , , ,
*VWRITE,chrval(NElem)
('Number of Element: ', A8)
!对单元集进行循环
*DO,I,1,NElem
!得到当前单元的类型
*GET,ENAME,ELEM,I,ATTR,ENAM
!如果是65号(65号单元)
*IF,ENAME,EQ,65,THEN
!得到该单元的节点编号
*GET,EN1,ELEM,I,NODE,1
*GET,EN2,ELEM,I,NODE,2
*GET,EN3,ELEM,I,NODE,3
*GET,EN4,ELEM,I,NODE,4
*GET,EN5,ELEM,I,NODE,5
*GET,EN6,ELEM,I,NODE,6
*GET,EN7,ELEM,I,NODE,7
*GET,EN8,ELEM,I,NODE,8
*VWRITE,I,EN1,EN2,EN3,EN4,EN5,EN6,EN7,EN8
(F8.0,8F8.0)
*END IF
*ENDDO
*CFCLOS



!Fortran程序,把ansys结果转换为MARC模型文件格式
program main
implicit none;
integer Key;
write(*,*) "Input 1 for node, 2 for element"
read(*,*) Key
if (Key==1) then
call Node_IO()
end if
if (Key==2) then
call Elem_IO()
end if
stop
end program


subroutine Node_IO()
implicit none
integer NNode,I, J
real*8,pointer :: Node(:,:)
real*8 x;
character :: filename*10;
write(*,*) "Please input node filename"
read(*,'(A10)') filename
open(66,file=filename)
read(66,*) NNode
allocate (Node(NNode,3))
do I=1,NNode
read(66,*) x, (Node(I,J), J=1,3)
end do
close (66)
filename=filename//"NEW"
open (66,file=filename)
write(66,'(4I10)') 3, NNode, 0, 1
do I=1, NNode
write(66,'(I10, 3E20.8)') I, (Node(I,J), J=1,3)
end do
close (66)
return
end subroutine Node_IO


subroutine Elem_IO()
implicit none
integer NElem,NumNode,ElemTyp,I, J
integer,pointer :: Elem(:,:)
real*8 x;
real*8,pointer :: y(:)
character :: filename*10, outformat*11,CharEtype;
write(*,*) "Please input node filename"
read(*,'(A10)') filename
write(*,*) "Please input Element type & Number of Nodes per element"

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