*Heading
Substructure generation
Used in contbeam_substruc_subcycle_std.inp
*preprint, echo=NO, history=NO, model=NO, contact=NO
** ----------------------------------------------------------------
** PART INSTANCE: PART-1-1
**
*Node
*Element, type=C3D8I
*Nset, nset=ASSEMBLY_PART-1-1__PICKEDSET4
*Elset, elset=ASSEMBLY_PART-1-1__PICKEDSET4
*solidsection, elset=ASSEMBLY_PART-1-1__PICKEDSET4, material=MATERIAL-1
**
** Assembly Nsets
**
*Nset, nset=ASSEMBLY_SET-1
*Nset, nset=ASSEMBLY_SET-2
*nset, nset=all_retained_nodes, unsorted
*material, name=MATERIAL-1
*density
1.,
*elastic
100000., 0.1
*Step, name=Step-1, perturbation
*frequency, eigensolver=LANCZOS, normalization=DISPLACEMENT
12, , , , ,
*boundary
ASSEMBLY_SET-1, 1, 1
ASSEMBLY_SET-1, 2, 2
ASSEMBLY_SET-1, 3, 3
*boundary
ASSEMBLY_SET-2, 1, 1
ASSEMBLY_SET-2, 2, 2
ASSEMBLY_SET-2, 3, 3
*restart, write, frequency=0
*output, field, variable=PRESELECT
*endstep
*step, name=sub_generate
*substructure generate, type=z1, overwrite,recovery matrix=yes, mass matrix=yes,grav=yes
**
**
*boundary, op=new
*RETAINED NODAL DOFS,sorted=no
All_retained_nodes,
** *Retained Eigenmodes,generate
*SELECT EIGENMODES
*substructure load case, name=C31_1
*cload
31,1,1.0
*substructure load case, name=C31_2
*cload
31,2,1.0
*substructure load case, name=C31_3
*cload
31,3,1.0
*substructure load case, name=C32_1
*cload
32,1,1.0
*substructure load case, name=C32_2
*cload
32,2,1.0
*substructure load case, name=C32_3
*cload
32,3,1.0
*substructure load case, name=C33_1
*cload
33,1,1.0
*substructure load case, name=C33_2
*cload
33,2,1.0
*substructure load case, name=C33_3
*cload
33,3,1.0
*substructure load case, name=C64_1
*cload
64,1,1.0
*substructure load case, name=C64_2
*cload
64,2,1.0
*substructure load case, name=C64_3
*cload
64,3,1.0
*substructure load case, name=C65_1
*cload
65,1,1.0
*substructure load case, name=C65_2
*cload
65,2,1.0
*substructure load case, name=C65_3
*cload
65,3,1.0
*substructure load case, name=C66_1
*cload
66,1,1.0
*substructure load case, name=C66_2
*cload
66,2,1.0
*substructure load case, name=C66_3
*cload
66,3,1.0
*substructure load case, name=C97_1
*cload
97,1,1.0
*substructure load case, name=C97_2
*cload
97,2,1.0
*substructure load case, name=C97_3
*cload
97,3,1.0
*substructure load case, name=C98_1
*cload
98,1,1.0
*substructure load case, name=C98_2
*cload
98,2,1.0
*substructure load case, name=C98_3
*cload
98,3,1.0
*substructure load case, name=C99_1
*cload
99,1,1.0
*substructure load case, name=C99_2
*cload
99,2,1.0
*substructure load case, name=C99_3
*cload
99,3,1.0
**
**
***substructure matrix output, stiffness=yes,mass=yes, recovery=no,grav=yes
*end step