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April 17, 2023 at 7:32 am
Sami Farag
SubscriberHello,
I am trying to model an orthotropic material using shell elements, but I have noticed that the elements have different directions. Aren't they all supposed to have the same direction? Won't this be a problem with an orthotropic material?
I would really appreciate if you could clarify this to me.
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April 17, 2023 at 11:25 am
peteroznewman
SubscriberInsert Element Orientation under the Geometry branch in the Outline.
Here is an example for solids, but it works with shell elements also.
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April 17, 2023 at 5:10 pm
Sami Farag
SubscriberBut I am working on LS PrePost. Is there a way to fix this on prepost?
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April 17, 2023 at 5:18 pm
peteroznewman
SubscriberI am sure there is. I have no idea how to do that. Try looking in the documentation.
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April 17, 2023 at 8:41 pm
Andreas Koutras
Ansys Employee-
April 18, 2023 at 7:21 am
Sami Farag
SubscriberThank you so much for your reply,
In my case, all elements have the same direction only when I use the mesher of the prepost but, when I use prepost to mesh a STEP file made on Solidworks, they tend to have different directions. Do you maybe know what causes this problem?
And if I am working on an orthotropic material, does that mean that I indeed have to modify all elements so that they all have the same direction?
Also, the material direction doesn’t appear to show for me like your second picture even when I define a coordinate system and refer to it in AOPT in the material keyword. I have read somewhere that I have to load an input deck first in order to show the material direction. Is that correct? What is an input deck and how can I load it?
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April 18, 2023 at 4:42 pm
Andreas Koutras
Ansys EmployeeHello, please check for LSPP warning messages at the the bottom right side of the GUI. The "input deck" is the LS-DYNA input file. The element local coordinate system can be modified as shown in the my first picture above. For example, try with the Vector or Orient options. If the material coordinate system in the shell through-thickness layers is correct (and independent from the element local system), the element local coordinate system won't affect the result. However, if you need to output shell stresses or shell resultants in the element local coordinate system, it will help to have well oriented element axes. Also see the definition of AOPT under the section of MAT_002 in the LS-DYNA manual vol II.
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April 19, 2023 at 1:50 pm
Sami Farag
SubscriberHello Andreas,
Thank you so much! I really appreciate your help.
When I define a local coordinate system and use it in AOPT, I noticed that the material directions show only for the MAT_002, and It doesn't show however when I use MAT_274_PAPER which is the material I am working on and it is also an orthotropic material. I have read the part of MAT_002 and MAT_274 in the manual, but I still don't know why the material directions don't show for me. I have added screenshots of both when I tried MAT_002 and MAT_274, and also a screenshot of the last few lines of the LSPP messages exactly after selecting elements to show the material directions for when using MAT_274.
Is that a problem with the material model of the MAT_274 itself? If so, how do I make sure that the material gets the same directions I specified in AOPT?
Also, how do I make the material coordinate system independent from the element local coordinate system like you said?
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April 20, 2023 at 11:39 pm
Andreas Koutras
Ansys Employee-
April 21, 2023 at 9:58 am
Sami Farag
SubscriberHi Andreas,
It was indeed the version, I had V4.7 and It only worked when I downloaded V4.10. Thank you so much!
Would you please do me one last favour, I need the curves S01,S02,S03,S04, and S05 if possible. I am currently learning to work with this paper model but I still don't have paper material properties that I can use. I would really appreciate if you could send them to me or guide me where to find them.
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April 21, 2023 at 4:25 pm
Andreas Koutras
Ansys EmployeeHello Sami,
Note that we cannot provide recommendations on specific material stress-strain data. I cannot share the data of the MAT_PAPER above.
Here is another example.
*MAT_PAPER_TITLE
Lower 00
$# mid ro E1 E2 E3 pr21 pr32 pr31
1 1.0000E-9 7122.3200 2948.3900 14.000000 0.46 0. 0.
$ G12 G23 G13 E3C CC TWOK
1685.6900 30.000000 30.000000 0.47 24.46 4.
$ S01 A01 B01 C01 S02 A02 B02 C02
-101. 0. 0. 0. -102. 0. 0. 0.
$ S03 A03 B03 C03 S04 A04 B04 C04
$ A4=B4=C4=0 ger idealplastiskt i tryck sig=S04 i MD
24.64 5.82 117.25 865.05 39.13 0. 0. 0.
$ S05 A05 B05 C05 PRP1 PRP2 PRP4 PRP5
$ A5=B5=C5=0 ger idealplastiskt i tryck sig=S05 i CD
17.23 0. 0. 0. 0. 0. 1.E-4 1.E-4
$ ASIG BSIG CSIG TAU0 ATAU BTAU
-16.45 16.550 -3.16 2.1 9. 2.
$# aopt mafc xp yp zp a1 a2 a3
2.000000 1.000000 0.000 0.000 0.000 1.000000 0.000 0.000
$# v1 v2 v3 d1 d2 d3 beta
0.000 0.000 0.000 0.000 0.000 1.000000 0.000
*MAT_PAPER_TITLE
Mid 00
$# mid ro E1 E2 E3 pr21 pr32 pr31
2 1.0000E-9 4029.2000 1823.5500 13.000000 0.44 0. 0.
$ G12 G23 G13 E3C CC TWOK
1023.0200 35.000000 35.000000 0.38 16.33 4.
$ S01 A01 B01 C01 S02 A02 B02 C02
-201. 0. 0. 0. -202. 0. 0. 0.
$ S03 A03 B03 C03 S04 A04 B04 C04
$ A4=B4=C4=0 ger idealplastiskt i tryck sig=S04 i MD
16.48 11.66 37.68 253.82 25.58 0. 0. 0.
$ S05 A05 B05 C05 PRP1 PRP2 PRP4 PRP5
$ A5=B5=C5=0 ger idealplastiskt i tryck sig=S05 i CD
10.93 0. 0. 0. 0. 0. 1.E-4 1.E-4
$ ASIG BSIG CSIG TAU0 ATAU BTAU
-11.78 11.880 -1.92 0.95 9. 2.
$# aopt mafc xp yp zp a1 a2 a3
2.000000 1.000000 0.000 0.000 0.000 1.000000 0.000 0.000
$# v1 v2 v3 d1 d2 d3 beta
0.000 0.000 0.000 0.000 0.000 1.000000 0.000
*MAT_PAPER_TITLE
Upper 00
$# mid ro E1 E2 E3 pr21 pr32 pr31
3 1.0000E-9 7361.5298 2788.4900 20.000000 0.48 0. 0.
$ G12 G23 G13 E3C CC TWOK
1764.0699 84.000000 84.000000 0.47 24.46 4.
$ S01 A01 B01 C01 S02 A02 B02 C02
-301. 0. 0. 0. -302. 0. 0. 0.
$ S03 A03 B03 C03 S04 A04 B04 C04
$ A4=B4=C4=0 ger idealplastiskt i tryck sig=S04 i MD
24.54 6.38 144.25 552.02 41.57 0. 0. 0.
$ S05 A05 B05 C05 PRP1 PRP2 PRP4 PRP5
$ A5=B5=C5=0 ger idealplastiskt i tryck sig=S05 i CD
17.41 0. 0. 0. 0. 0. 1.00E-4 1.0E-4
$ ASIG BSIG CSIG TAU0 ATAU BTAU
-16.45 16.550 -3.16 2.7 9. 2.
$# aopt mafc xp yp zp a1 a2 a3
2.000000 1.000000 0.000 0.000 0.000 1.000000 0.000 0.000
$# v1 v2 v3 d1 d2 d3 beta
0.000 0.000 0.000 0.000 0.000 1.000000 0.000
*MAT_COHESIVE_GENERAL
$# mid ro roflg intfall tes tslc gic giic
5 1.0000E-9 1 1.000000 2.000 2 0.083800 0.174700
$# xmu t s stfsf
1.000000 0.240000 1.125000 2.00000
*DEFINE_CURVE_TITLE
TSLC
$# lcid sidr sfa sfo offa offo dattyp
2 0 1.000000 1.000000 0.000 0.000 0
$# a1 o1
0.000 0.000
0.003460 1.000000
0.400000 0.300
1.000000 0.000
*DEFINE_CURVE_TITLE
MD Tension Bottom
$# lcid sidr sfa sfo offa offo dattyp
101
$# a1 o1
0.0 39.13
5.E-3 60.169
1.E-2 72.490
1.E-1 72.490
*DEFINE_CURVE_TITLE
CD Tension Bottom
$# lcid sidr sfa sfo offa offo dattyp
102
$# a1 o1
0.0 17.230
5.E-3 23.761
1.E-2 27.890
1.5E-2 30.727
2.0E-2 33.200
2.5E-2 35.600
2.7E-2 36.540
1.E-1 36.540
*DEFINE_CURVE_TITLE
MD Tension Mid
$# lcid sidr sfa sfo offa offo dattyp
201
$# a1 o1
0.0 25.58
5.E-3 35.000
6.E-3 36.277
1.E-1 36.277
*DEFINE_CURVE_TITLE
CD Tension Mid
$# lcid sidr sfa sfo offa offo dattyp
202
$# a1 o1
0.0 10.930
5.E-3 14.410
1.E-2 16.590
1.5E-2 17.980
2.0E-2 19.110
2.5E-2 20.186
2.9E-2 21.000
1.E-1 21.000
*DEFINE_CURVE_TITLE
MD Tension Top
$# lcid sidr sfa sfo offa offo dattyp
301
$# a1 o1
0.0 42.57
5.E-3 57.470
1.E-2 67.500
1.E-1 67.500
*DEFINE_CURVE_TITLE
CD Tension Top
$# lcid sidr sfa sfo offa offo dattyp
302
$# a1 o1
0.0 17.410
5.E-3 23.430
1.E-2 27.355
1.5E-2 29.634
2.0E-2 31.200
2.5E-2 32.533
2.8E-2 33.287
1.E-1 33.287
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