***2022-08-16 21:57:52
***節点189個***
*Node, NSET=Nall
****要素タイプ22****
** Volume elements
*Element, TYPE=B32R, ELSET=EfacesB32R
****要素タイプ42****
** Volume elements
*Element, TYPE=S6, ELSET=EfacesS6
***境界節点設定***
*****Group_1
*NSET,NSET=NodeBC_Group_1
*****Group_2
*NSET,NSET=NodeBC_Group_2
*****Group_3
*ELSET,ELSET=ElmGroup_Group_3
*****Group_4
*ELSET,ELSET=ElmGroup_Group_4
*****Group_5
*ELSET,ELSET=ElmGroup_Group_5
***境界面設定***
*MATERIAL, NAME=MaterialSolid001
*ELASTIC
99210000,0.3
*MATERIAL, NAME=MaterialSolid002
*ELASTIC
210000,0.3
** Sections
*BEAM SECTION, ELSET=ElmGroup_Group_4, MATERIAL=MaterialSolid001, SECTION=RECT
5,5
-0, 1, 0
*BEAM SECTION, ELSET=ElmGroup_Group_3, MATERIAL=MaterialSolid002, SECTION=RECT
10,10
-0, 1, 0
** Sections
*SHELL SECTION, ELSET=ElmGroup_Group_5, MATERIAL=MaterialSolid002
10
*STEP
*STATIC
***境界面設定***
*BOUNDARY
NodeBC_Group_1,1
NodeBC_Group_1,2
NodeBC_Group_1,3
NodeBC_Group_1,4
NodeBC_Group_1,5
NodeBC_Group_1,6
*CLOAD
** ConstraintForce001
** node load on shape: Wire:Vertex2
NodeBC_Group_2,3,-500
***********************************************************
** Outputs --> frd file
*NODE FILE, OUTPUT=2d
U
*EL FILE,SECTION FORCES
S, E
** outputs --> dat file
** reaction forces for Constraint fixed
*NODE PRINT, NSET=NodeBC_Group_1, TOTALS=ONLY
RF
***********************************************************
*END STEP