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ANSYS子结构分析例子讨论 [复制链接]

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离线laogui5416
 

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只看楼主 倒序阅读 使用道具 楼主  发表于: 2012-04-20

就ANSYS子结构分析一个简单例子中的一些问题向各位请教(问题夹在程序中)
这个例子是网上下载的
! Bottom-Up Substructuring
! GENERATION PASS - Build the superelement portion of the model
FINISH
/CLEAR, START
/FILNAME,GEN ! Change jobname
/PREP7
! Create Geometry
blc4,0,40,100,100                         ! Creates rectangle
! Define material properties of wood section
ET,1,PLANE42                           ! Element type
MP,EX,1, 10000                          ! Young's Modulus
MP,PRXY,1,0.29                         ! Poisson's ratio
! meshing
AESIZE,1,10,                            ! Element size
amesh,1                                 ! Mesh area
FINISH
/SOLU
ANTYPE,SUBST                         ! SUBSTRUCTURE GENERATION PASS
SEOPT,GEN,,2                           ! Name = GEN and no printed output
NSEL,S,EXT                             ! Select all external nodes
M,ALL,ALL                             ! Make all selected nodes master DOF's
NSEL,ALL                              ! Reselect all nodes
NSEL,S,LOC,Y,140                       ! Select the corner node
NSEL,R,LOC,X,0
F,ALL,FX,5                             ! Load it
NSEL,ALL                              ! Reselect all nodes
SAVE                                  ! Saves file to jobname.db
SOLVE                                 ! GEN.SUB created
FINISH

! USE PASS
FINISH
/CLEAR
/FILNAME,USE                          ! Change jobname to use
/PREP7
! Create Geometry of non superelements
blc4,0,0,100,40                            ! Creates rectangle
! Define material properties
ET,2,PLANE42                            ! Element type
TYPE,2                                  ! Turns on element type 2
MP,EX,2, 2.5 ! Second material property set for silicon
MP,PRXY,2,0.41
! Meshing
AESIZE,1,10, ! Element size
mat,2 ! Turns on Material 2
real,2                                    ! Turns on real constants 2
amesh,1                                  ! Mesh the area
! Superelement
ET,1,MATRIX50                          ! MATRIX50 is the superelement type
TYPE,1                                  ! Turns on element type 1
*GET,MaxNode,NODE,,NUM,MAX          ! determine the max number of nodes
SETRAN,GEN,,MaxNode,GEN2             ! node number offset
SE,GEN2                                ! Read in superelement matrix
NSEL,S,LOC,Y,40                         ! Select nodes at interface
CPINTF,ALL                              ! Couple node pairs at interface
NSEL,ALL
FINISH
/SOLU
ANTYPE,STATIC                          ! Static analysis
NSEL,S,LOC,Y,0                           ! Select all nodes at y = 0
D,ALL,ALL,0                              ! Constrain those nodes
NSEL,ALL                                 ! Reselect all nodes
ESEL,S,TYPE,,1                             ! Element select
SFE,ALL,1,SELV,,1                          ! Apply super-element load vector
问题1:这两个命令是施加作用于超单元上的荷载吧,我有两个疑问,一是在前面施加了集中荷载,然后save了,那这个作用于超单元上的荷载应该保存了,在se, GEN时就应该一起读入了啊?我是这么人为地;二是假如说我的超单元上没有施加外部荷载,外部荷载是作用于非超单元上,那就不用这两个命令了吧?
ESEL,ALL                                  ! Reselect all elements
SAVE
SOLVE
FINISH
/POST1                                   ! Enter post processing
PLNSOL,U,SUM,0,1                        ! Plot deflection contour
FINISH

! EXPANSION PASS
/CLEAR                                   ! Clear database
/FILNAME,GEN                            ! Change jobname back to generation pass jobname
RESUME                                  ! Restore generation pass database
/SOLU                                    ! Enter SOLUTION
EXPASS,ON,YES                           ! Activate expansion pass
SEEXP,GEN2,USE                          ! Superelement name to be expanded
问题2:这个命令的确切含义是什么?我有点疑惑,是将USE阶段的计算结果(文件)赋予GEN结果(文件)还是怎样的?就是不清楚这个原理。
EXPSOL,1,1,                               ! Expansion pass info
SOLVE                                    ! Initiate expansion pass solution. Full superelement sol
FINISH
/POST1
PLNSOL,U,SUM,0,1                          ! Plot deflection contour
学习!
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