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Plate with stiffeners - ANSYS APDL Mechanical

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Old   February 16, 2017, 10:14
Default Plate with stiffeners - ANSYS APDL Mechanical
  #1
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Join Date: Feb 2017
Posts: 2
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GTroina is on a distinguished road
Hey people,

Good Morning,

I'm having a problem modeling a plate with stiffeners in ANSYS Mechanical APDL. I would like a help from you if possible. Follow the code below:

WPSTYLE,,,,,,,,0
/NOPR
/PMETH,OFF,0
KEYW,PR_SET,1
KEYW,PR_STRUC,1
KEYW,PR_THERM,0
KEYW,PR_FLUID,0
KEYW,PR_ELMAG,0
KEYW,MAGNOD,0
KEYW,MAGEDG,0
KEYW,MAGHFE,0
KEYW,MAGELC,0
KEYW,PR_MULTI,0
KEYW,PR_CFD,0
/GO
*SET,w1,76.2
*SET,l1,152.4
*SET,tk_plate,0.635
*SET,tk_stiff,1.27
*SET,hs_x,12.7
*SET,hs_y,7.62
*SET,size_elem,(7.62)/8
/PREP7
ET,1,SOLID95
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,20684.27
MPDATA,PRXY,1,,0.3
BLOCK,-l1/2,-tk_stiff/2,-w1/2,-tk_stiff/2,0,-tk_plate,
BLOCK,-l1/2,-tk_stiff/2,tk_stiff/2,w1/2,0,-tk_plate,
BLOCK,tk_stiff/2,l1/2,-w1/2,-tk_stiff/2,0,-tk_plate,
BLOCK,tk_stiff/2,l1/2,tk_stiff/2,w1/2,0,-tk_plate,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,tk_stiff/2,0,-tk_plate,
BLOCK,-l1/2,-tk_stiff/2,-tk_stiff/2,tk_stiff/2,0,-tk_plate,
BLOCK,tk_stiff/2,l1/2,-tk_stiff/2,tk_stiff/2,0,-tk_plate,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,-w1/2,0,-tk_plate,
BLOCK,-tk_stiff/2,tk_stiff/2,tk_stiff/2,w1/2,0,-tk_plate,
BLOCK,-l1/2,-tk_stiff/2,-tk_stiff/2,tk_stiff/2,-tk_plate,-hs_y,
BLOCK,tk_stiff/2,l1/2,-tk_stiff/2,tk_stiff/2,-tk_plate,-hs_y,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,-w1/2,-tk_plate,-hs_y,
BLOCK,-tk_stiff/2,tk_stiff/2,tk_stiff/2,w1/2,-tk_plate,-hs_y,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,tk_stiff/2,-tk_plate,-hs_y,
BLOCK,-l1/2,-tk_stiff/2,-tk_stiff/2,tk_stiff/2,-hs_y,-hs_x,
BLOCK,tk_stiff/2,l1/2,-tk_stiff/2,tk_stiff/2,-hs_y,-hs_x,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,tk_stiff/2,-hs_y,-hs_x,
ESIZE,size_elem,0,
MSHAPE,0,3D
MSHKEY,1
FLST,5,9,6,ORDE,2
FITEM,5,1
FITEM,5,-9
CM,_Y,VOLU
VSEL, , , ,P51X
CM,_Y1,VOLU
CHKMSH,'VOLU'
CMSEL,S,_Y
VMESH,_Y1
CMDELE,_Y
CMDELE,_Y1
CMDELE,_Y2
FLST,5,8,6,ORDE,2
FITEM,5,10
FITEM,5,-17
CM,_Y,VOLU
VSEL, , , ,P51X
CM,_Y1,VOLU
CHKMSH,'VOLU'
CMSEL,S,_Y
VMESH,_Y1
CMDELE,_Y
CMDELE,_Y1
CMDELE,_Y2
NUMMRG,ALL, , , ,LOW
NUMCMP,ALL
FLST,2,18,5,ORDE,18
FITEM,2,3
FITEM,2,5
FITEM,2,10
FITEM,2,-11
FITEM,2,15
FITEM,2,18
FITEM,2,22
FITEM,2,24
FITEM,2,33
FITEM,2,36
FITEM,2,39
FITEM,2,42
FITEM,2,46
FITEM,2,52
FITEM,2,54
FITEM,2,60
FITEM,2,67
FITEM,2,73
/GO
DA,P51X,UZ,0
FLST,2,2,4,ORDE,2
FITEM,2,9
FITEM,2,34
/GO
DL,P51X, ,UX,0
FLST,2,2,4,ORDE,2
FITEM,2,9
FITEM,2,24
/GO
DL,P51X, ,UY,0
FLST,2,9,5,ORDE,9
FITEM,2,2
FITEM,2,8
FITEM,2,14
FITEM,2,20
FITEM,2,26
FITEM,2,32
FITEM,2,35
FITEM,2,38
FITEM,2,41
/GO
SFA,P51X,1,PRES,0.006895
GPLOT

When i play to solve, the software give me a message errors about the property of materials and sparse solvers of matrix!

Thank you very much!!

Last edited by GTroina; February 22, 2017 at 18:44.
GTroina is offline   Reply With Quote

Old   February 22, 2017, 18:40
Default
  #2
New Member
 
Join Date: Feb 2017
Posts: 2
Rep Power: 0
GTroina is on a distinguished road
Hey people,

Good Morning,

I'm having a problem modeling a plate with stiffeners in ANSYS Mechanical APDL. I would like a help from you if possible. Follow the code below:

WPSTYLE,,,,,,,,0
/NOPR
/PMETH,OFF,0
KEYW,PR_SET,1
KEYW,PR_STRUC,1
KEYW,PR_THERM,0
KEYW,PR_FLUID,0
KEYW,PR_ELMAG,0
KEYW,MAGNOD,0
KEYW,MAGEDG,0
KEYW,MAGHFE,0
KEYW,MAGELC,0
KEYW,PR_MULTI,0
KEYW,PR_CFD,0
/GO
*SET,w1,76.2
*SET,l1,152.4
*SET,tk_plate,0.635
*SET,tk_stiff,1.27
*SET,hs_x,12.7
*SET,hs_y,7.62
*SET,size_elem,(7.62)/8
/PREP7
ET,1,SOLID95
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,20684.27
MPDATA,PRXY,1,,0.3
BLOCK,-l1/2,-tk_stiff/2,-w1/2,-tk_stiff/2,0,-tk_plate,
BLOCK,-l1/2,-tk_stiff/2,tk_stiff/2,w1/2,0,-tk_plate,
BLOCK,tk_stiff/2,l1/2,-w1/2,-tk_stiff/2,0,-tk_plate,
BLOCK,tk_stiff/2,l1/2,tk_stiff/2,w1/2,0,-tk_plate,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,tk_stiff/2,0,-tk_plate,
BLOCK,-l1/2,-tk_stiff/2,-tk_stiff/2,tk_stiff/2,0,-tk_plate,
BLOCK,tk_stiff/2,l1/2,-tk_stiff/2,tk_stiff/2,0,-tk_plate,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,-w1/2,0,-tk_plate,
BLOCK,-tk_stiff/2,tk_stiff/2,tk_stiff/2,w1/2,0,-tk_plate,
BLOCK,-l1/2,-tk_stiff/2,-tk_stiff/2,tk_stiff/2,-tk_plate,-hs_y,
BLOCK,tk_stiff/2,l1/2,-tk_stiff/2,tk_stiff/2,-tk_plate,-hs_y,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,-w1/2,-tk_plate,-hs_y,
BLOCK,-tk_stiff/2,tk_stiff/2,tk_stiff/2,w1/2,-tk_plate,-hs_y,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,tk_stiff/2,-tk_plate,-hs_y,
BLOCK,-l1/2,-tk_stiff/2,-tk_stiff/2,tk_stiff/2,-hs_y,-hs_x,
BLOCK,tk_stiff/2,l1/2,-tk_stiff/2,tk_stiff/2,-hs_y,-hs_x,
BLOCK,-tk_stiff/2,tk_stiff/2,-tk_stiff/2,tk_stiff/2,-hs_y,-hs_x,
ESIZE,size_elem,0,
MSHAPE,0,3D
MSHKEY,1
FLST,5,9,6,ORDE,2
FITEM,5,1
FITEM,5,-9
CM,_Y,VOLU
VSEL, , , ,P51X
CM,_Y1,VOLU
CHKMSH,'VOLU'
CMSEL,S,_Y
VMESH,_Y1
CMDELE,_Y
CMDELE,_Y1
CMDELE,_Y2
FLST,5,8,6,ORDE,2
FITEM,5,10
FITEM,5,-17
CM,_Y,VOLU
VSEL, , , ,P51X
CM,_Y1,VOLU
CHKMSH,'VOLU'
CMSEL,S,_Y
VMESH,_Y1
CMDELE,_Y
CMDELE,_Y1
CMDELE,_Y2
NUMMRG,ALL, , , ,LOW
NUMCMP,ALL
FLST,2,18,5,ORDE,18
FITEM,2,3
FITEM,2,5
FITEM,2,10
FITEM,2,-11
FITEM,2,15
FITEM,2,18
FITEM,2,22
FITEM,2,24
FITEM,2,33
FITEM,2,36
FITEM,2,39
FITEM,2,42
FITEM,2,46
FITEM,2,52
FITEM,2,54
FITEM,2,60
FITEM,2,67
FITEM,2,73
/GO
DA,P51X,UZ,0
FLST,2,2,4,ORDE,2
FITEM,2,9
FITEM,2,34
/GO
DL,P51X, ,UX,0
FLST,2,2,4,ORDE,2
FITEM,2,9
FITEM,2,24
/GO
DL,P51X, ,UY,0
FLST,2,9,5,ORDE,9
FITEM,2,2
FITEM,2,8
FITEM,2,14
FITEM,2,20
FITEM,2,26
FITEM,2,32
FITEM,2,35
FITEM,2,38
FITEM,2,41
/GO
SFA,P51X,1,PRES,0.006895
GPLOT

When i play to solve, the software give me a message errors about the property of materials and sparse solvers of matrix!

Thank you very much!!
GTroina is offline   Reply With Quote

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