SPC sets in modal transient analysis
Hi,
I'm a bit lost with the SPC sets.
I have to apply a time dependent displacement on a node (802 035 in my model). As I understand, the HM has to create a constraint on the same node to make the solver work. So in my model I have the general boundary conditions (embedded nodes including the excitation node) and this specific constraint due to the displacement excitation on the excitation node. My model .fem file thus contains :
SPC 1 7948 123456 0.0 $BC
SPC 1 7949 123456 0.0 $BC
SPC 1 7950 123456 0.0 $BC
SPC 1 7951 123456 0.0 $BC
SPC 1 7952 123456 0.0 $BC
SPC 1 7953 123456 0.0 $BC
SPC 1 7954 123456 0.0 $BC
SPC 1 802035 123456 0.0 $excitation node
I have another fem file tu run the study :
$$------------------------------------------------------------------------------$
$$ I/O Option
$$------------------------------------------------------------------------------$
TITLE=p21-pdb-slush_MTR_S2_11
METHOD(STRUCTURE)=1
SDISP(SORT2,PUNCH)=1
SPC=7
CPU=6
SCREEN OUT
output,HM,NONE
$$------------------------------------------------------------------------------$
$$ Case Control Cards $
$$------------------------------------------------------------------------------$
SUBCASE 1
LABEL NM_200hz
ANALYSIS MODES
DISPLACEMENT(H3D,MODAL,,,) =1
$$
$$
SUBCASE 2
LABEL MTR_S2
ANALYSIS MTRAN
RESVEC(APPLOAD)=YES
DLOAD=9
TSTEP=11
SDAMPING(STRUCTURE)=999
DISPLACEMENT(PUNCH,,,)=1
$$------------------------------------------------------------------------------$
$$ Bulk Data
$$------------------------------------------------------------------------------$
$$
$$
BEGIN BULK
PARAM,AUTOSPC,YES
PARAM,CHECKEL,NO
$PARAM,G,0.08
$$
$$
$-------2-------3-------4-------5-------6-------7-------8-------9------X
SPCADD,7,1
DLOAD,9,1.0,1.0,23,1.0,24,1.0,25
EIGRL,1,0.0,200.0,,,,,MASS
TSTEP,11,10000,0.001,2
TABDMP1,999,G
+,1.0,0.03,500.0,0.03,ENDT
$$
$$
$$
$-------2-------3-------4-------5-------6-------7-------8-------9------X
SPCD,20,802035,1,1.0
TLOAD1,23,20,,DISP,904043
$$
$$
$$
$-------2-------3-------4-------5-------6-------7-------8-------9------X
SPCD,21,802035,2,1.0
TLOAD1,24,21,,DISP,904044
$$
$$
$$
$-------2-------3-------4-------5-------6-------7-------8-------9------X
SPCD,22,802035,3,1.0
TLOAD1,25,22,,DISP,904045
$$
$$
INCLUDE 'signal_S2.dat' $excitation signal
INCLUDE 'mesh_Squeak.fem' $model file
ENDDATA
Do you think it's correct? Or I have to create 2 SPC sets in my model : general boundary conditions and constraint due to the excitation?
I hope I was clear,
Thank you
Answers
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Hi @Alina
Did you constraint the node where excitation is load applied with SPCD/DAREA?
The excitation node needs a spcd/darea. Please check and update.
If you look into the .fem file data there is an SPCD present in it.
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Hi @Alina,
the excitation node needs a SPCD to define the forced displacement, which then will be referenced in the TLOAD. The DOF in the SPCD additionally needs a SPC constraint.
The TLOAD (or DLOAD when there is more than one TLOAD) will be referenced as DLOAD in the subcase, the SPC will be referenced as SPC in the subcase.
Note: A dynamic force needs a DAREA entry, instead of SPCD. Attached a small example with one transient force.
Thanks, Christian
0 -
Ok I see. Thank you !
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