Anisotropic
This problem includes three tools a punch, a holder and a die, and a blank. The blank is drawn by moving the punch downwards to form around the die. The blank uses the *MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC material model.
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Anisotropic
This problem includes three tools a punch, a holder and a die, and a blank. The blank is drawn by moving the punch downwards to form around the die. The blank uses the *MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC material model.
*MAT_TRANSVERSELY_ANISOTROPIC Rectangular Cup Drawing LS-DYNA Manual Section: *MAT_TRANSVERSELY_ANISOTROPIC Additional Sections: *CONTACT_ONE_WAY_SURFACE_TO_SURFACE *LOAD_SHELL_ELEMENT Example: Rectangular Cup Drawing Filename: mat_transversely_anisotropic.cup-draw.k Description: This problem includes three tools a punch, a holder and a die, and a blank. The blank is drawn by moving the punch downwards to form around the die. The blank uses the *MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC material model. Model: The *BOUNDARY_PRESCRIBED_MOTION_RIGID keyword is used to give the punch a prescribed velocity in the z -direction. All shells on the holder are given a pressure load to clamp down on the blank (* LOAD_SHELL_ELEMENT). One way surface to surface contact is defined b etween the major parts in the model. Because of symmetry, only 1/4 of the system is modeled. Results: A contour plot of the effective stress on the blank after drawing is shown.
*BOUNDARY_PRESCRIBED_MOTION_RIGID *BOUNDARY_SPC_NODE *CONTACT_ONE_WAY_SURFACE_TO_SURFACE *CONTROL_CONTACT *CONTROL_ENERGY *CONTROL_OUTPUT *CONTROL_SHELL *CONTROL_TERMINATION *DATABASE_BINARY_D3PLOT *DATABASE_EXTENT_BINARY *DATABASE_GLSTAT *DATABASE_RCFORC *DEFINE_CURVE *ELEMENT_SHELL *END *KEYWORD *LOAD_SHELL_ELEMENT *MAT_RIGID *MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC *NODE *PART *SECTION_SHELL *SET_SEGMENT *TITLE
*KEYWORD *TITLE Rectangular Cup Drawing $ $ LSTC Example $ $ Last Modified: October 14, 1997 $ $$$ Original model received from Cray Research (John Gee) - 7/19/95 $ $ The model consists of 4 parts: $ 1 - blank (part that gets formed) $ 2 - die (fixed part that forms the shape) $ 3 - holder (holds the blank from top) $ 4 - punch (pushes down onto the blank) $ $ The die, holder and punch are all rigid materials. $ $ The blank is Mat #37 $ MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC $ $ Units: ton, mm, s, N, MPa, N-mm $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Control Ouput $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *CONTROL_TERMINATION $ endtim endcyc dtmin endeng endmas .015 $ *CONTROL_CONTACT $ slsfac rwpnal islchk shlthk penopt thkchg orien 0.1 0.0 1 2 0 2 2 $ usrstr usrfac nsbcs interm xpenen 0 0 0 0 4.0 $ *CONTROL_ENERGY $ hgen rwen slnten rylen 2 1 2 0 $ *CONTROL_OUTPUT $ npopt neecho nrefup iaccop opifs ipnint ikedit 1 3 1 1 0.0 $ *CONTROL_SHELL $ wrpang itrist irnxx istupd theory bwc miter 20.0 1 -1 1 2 2 $ $ *DATABASE_BINARY_D3PLOT $ dt lcdt 0.002 $ *DATABASE_EXTENT_BINARY $ neiph neips maxint strflg sigflg epsflg rltflg engflg 0 0 3 1 1 1 1 1 $ cmpflg ieverp beamip 0 1 0 $ *DATABASE_GLSTAT 0.0001 $ *DATABASE_RCFORC 0.0001 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Curves $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 1 0 1.0 1.0 2.0E-03 0.0 $ $ abscissa ordinate 0.000000E+00, 0.000000E+00 3.000000E-04, 1.644664E+00 6.000000E-04, 3.287704E+00 9.000000E-04, 4.927500E+00 1.200000E-03, 6.562433E+00 1.500000E-03, 8.190890E+00 1.800000E-03, 9.811263E+00 2.100000E-03, 1.142195E+01 2.400000E-03, 1.302137E+01 2.700000E-03, 1.460794E+01 3.000000E-03, 1.618009E+01 3.300000E-03, 1.773628E+01 3.600000E-03, 1.927496E+01 3.900000E-03, 2.079462E+01 4.200000E-03, 2.229375E+01 4.500000E-03, 2.377089E+01 4.800000E-03, 2.522456E+01 5.100000E-03, 2.665335E+01 5.400000E-03, 2.805583E+01 5.700000E-03, 2.943062E+01 6.000000E-03, 3.077636E+01 6.300000E-03, 3.209174E+01 6.600000E-03, 3.337544E+01 6.900000E-03, 3.462621E+01 7.200000E-03, 3.584280E+01 7.500000E-03, 3.702403E+01 7.800000E-03, 3.816871E+01 8.100000E-03, 3.927572E+01 8.400000E-03, 4.034398E+01 8.700000E-03, 4.137242E+01 9.000000E-03, 4.236003E+01 9.300000E-03, 4.330584E+01 9.600000E-03, 4.420891E+01 9.900000E-03, 4.506835E+01 1.020000E-02, 4.588331E+01 1.050000E-02, 4.665299E+01 1.080000E-02, 4.737663E+01 1.110000E-02, 4.805352E+01 1.140000E-02, 4.868298E+01 1.170000E-02, 4.926440E+01 1.200000E-02, 4.979720E+01 1.230000E-02, 5.028086E+01 1.260000E-02, 5.071490E+01 1.290000E-02, 5.109888E+01 1.320000E-02, 5.143244E+01 1.350000E-02, 5.171524E+01 1.380000E-02, 5.194701E+01 1.410000E-02, 5.212750E+01 1.440000E-02, 5.225656E+01 1.470000E-02, 5.233404E+01 1.500000E-02, 5.235988E+01 1.530000E-02, 5.233404E+01 1.560000E-02, 5.225656E+01 1.590000E-02, 5.212750E+01 1.620000E-02, 5.194700E+01 1.650000E-02, 5.171524E+01 1.680000E-02, 5.143244E+01 1.710000E-02, 5.109888E+01 1.740000E-02, 5.071490E+01 1.770000E-02, 5.028086E+01 1.800000E-02, 4.979720E+01 1.830000E-02, 4.926440E+01 1.860000E-02, 4.868298E+01 1.890000E-02, 4.805352E+01 1.920000E-02, 4.737663E+01 1.950000E-02, 4.665299E+01 1.980000E-02, 4.588331E+01 2.010000E-02, 4.506835E+01 2.040000E-02, 4.420891E+01 2.070000E-02, 4.330584E+01 2.100000E-02, 4.236003E+01 2.130000E-02, 4.137242E+01 2.160000E-02, 4.034398E+01 2.190000E-02, 3.927572E+01 2.220000E-02, 3.816871E+01 2.250000E-02, 3.702402E+01 2.280000E-02, 3.584280E+01 2.310000E-02, 3.462621E+01 2.340000E-02, 3.337544E+01 2.370000E-02, 3.209174E+01 2.400000E-02, 3.077636E+01 2.430000E-02, 2.943062E+01 2.460000E-02, 2.805582E+01 2.490000E-02, 2.665334E+01 2.520000E-02, 2.522456E+01 2.550000E-02, 2.377089E+01 2.580000E-02, 2.229375E+01 2.610000E-02, 2.079461E+01 2.640000E-02, 1.927495E+01 2.670000E-02, 1.773627E+01 2.700000E-02, 1.618009E+01 2.730000E-02, 1.460794E+01 2.760000E-02, 1.302137E+01 2.790000E-02, 1.142195E+01 2.820000E-02, 9.811261E+00 2.850000E-02, 8.190887E+00 2.880000E-02, 6.562431E+00 2.910000E-02, 4.927497E+00 2.940000E-02, 3.287702E+00 2.970000E-02, 1.644661E+00 3.000000E-02, 0.000000E+00 100.0000E-03, 0.000000E+00 $ $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 2 $ absc ordin 0.0000, 127.55 0.00598, 129.69 0.0119, 156.99 0.0178, 171.96 0.0180, 182.50 0.0296, 205.95 0.0583, 252.14 0.0860, 283.72 0.1345, 319.43 0.1660, 336.81 0.2150, 358.25 0.2620, 376.45 0.3070, 389.14 0.3290, 394.86 0.6000, 394.86 $ $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 3 $ absc ordin 0.0, 0.0 1.0, 0.413E05 $ $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 4 $ absc ordin 0.0, 0.0 1.0, 1.0 $ $ *DEFINE_CURVE $ lcid sidr scla sclo offa offo 5 $ absc ordin 0.0, 0.0 1.0E-03, 5.0 150.0E-03, 5.0 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Boundary Motion Conditions $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$ The punch (part 4) is given a prescribed velocity in the z-direction. $$$ Velocity follows curve 1 (scaled by -20). $ *BOUNDARY_PRESCRIBED_MOTION_RIGID $ nid dof vad lcid sf vid 4 3 0 1 -20.0 $ $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Parts and Materials $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ $$$$$ PARTS $ *PART $ pid sid mid eosid hgid grav adpopt blank 1 1 1 die 2 2 2 holder 3 2 3 punch 4 2 3 $ $ $$$$$ Materials $ *MAT_TRANSVERSELY_ANISOTROPIC_ELASTIC_PLASTIC $ $ mat #37 $ mid ro e pr sigy etan r hlcid 1 0.787E-08 0.207E+06 0.280 127.6 0.0 1.0 2.0 $ $ *MAT_RIGID $ mid ro e pr n couple m alias 2 0.787E-08 0.207E+06 0.280 $ $ cmo con1 con2 1.0 7 7 $ $ lco/a1 a2 a3 v1 v2 v3 $ *MAT_RIGID $ mid ro e pr n couple m alias 3 0.787E-08 0.207E+06 0.280 0.0 0.0 $ $ cmo con1 con2 1.0 4 7 $ $ lco/a1 a2 a3 v1 v2 v3 $ $ $$$$$ Sections $ *SECTION_SHELL $ sid elform shrf nip propt qr/irid icomp 1 2 1.0 3.0 $ $ t1 t2 t3 t4 nloc 0.80 0.80 0.80 0.80 $ *SECTION_SHELL $ sid elform shrf nip propt qr/irid icomp 2 2 1.0 3.0 $ t1 t2 t3 t4 nloc 1.0000E+03 1.000E+00 1.000E+00 1.000E+00 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Define Contacts $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ $$$$ Note: Segment sets for these contacts are at the end of the deck. $ *CONTACT_ONE_WAY_SURFACE_TO_SURFACE $ ssid msid sstyp mstyp sboxid mboxid spr mpr 3 2 0 0 $ $ fs fd dc vc vdc penchk bt dt 0.000 0.000 0.0 0.0 5.0 0 0.0 30.0E-03 $ $ sfs sfm sst mst sfst sfmt fsf vsf 1.0 1.0 0.80 1.00 1.0 1.0 1.0 1.0 $ $ *CONTACT_ONE_WAY_SURFACE_TO_SURFACE 5 4 0 0 0.000 0.000 0.0 0.0 5.0 0 0.0 30.0E-03 1.0 1.0 0.80 1.00 1.0 1.0 1.0 1.0 $ $ *CONTACT_ONE_WAY_SURFACE_TO_SURFACE 7 6 0 0 0.000 0.000 0.0 0.0 5.0 0 0.0 30.0E-03 1.0 1.0 0.80 1.00 1.0 1.0 1.0 1.0 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Boundary Conditions $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $...>....1....>....2....>....3....>....4....>....5....>....6....>....7....>....8 $ *BOUNDARY_SPC_NODE 10061 0 1 1 0 0 0 0 10122 0 1 0 0 0 0 0 10183 0 1 0 0 0 0 0 10244 0 1 0 0 0 0 0 10305 0 1 0 0 0 0 0 10366 0 1 0 0 0 0 0 10427 0 1 0 0 0 0 0 10488 0 1 0 0 0 0 0 10549 0 1 0 0 0 0 0 10610 0 1 0 0 0 0 0 10671 0 1 0 0 0 0 0 10732 0 1 0 0 0 0 0 10793 0 1 0 0 0 0 0 10854 0 1 0 0 0 0 0 10915 0 1 0 0 0 0 0 10976 0 1 0 0 0 0 0 11037 0 1 0 0 0 0 0 11098 0 1 0 0 0 0 0 11159 0 1 0 0 0 0 0 11220 0 1 0 0 0 0 0 11281 0 1 0 0 0 0 0 11342 0 1 0 0 0 0 0 11403 0 1 0 0 0 0 0 11464 0 1 0 0 0 0 0 11525 0 1 0 0 0 0 0 11586 0 1 0 0 0 0 0 11647 0 1 0 0 0 0 0 11708 0 1 0 0 0 0 0 11769 0 1 0 0 0 0 0 11830 0 1 0 0 0 0 0 11891 0 1 0 0 0 0 0 11952 0 1 0 0 0 0 0 12013 0 1 0 0 0 0 0 12074 0 1 0 0 0 0 0 12135 0 1 0 0 0 0 0 12196 0 1 0 0 0 0 0 12257 0 1 0 0 0 0 0 12318 0 1 0 0 0 0 0 12379 0 1 0 0 0 0 0 12440 0 1 0 0 0 0 0 12501 0 1 0 0 0 0 0 10001 0 0 1 0 0 0 0 10002 0 0 1 0 0 0 0 10003 0 0 1 0 0 0 0 10004 0 0 1 0 0 0 0 10005 0 0 1 0 0 0 0 10006 0 0 1 0 0 0 0 10007 0 0 1 0 0 0 0 10008 0 0 1 0 0 0 0 10009 0 0 1 0 0 0 0 10010 0 0 1 0 0 0 0 10011 0 0 1 0 0 0 0 10012 0 0 1 0 0 0 0 10013 0 0 1 0 0 0 0 10014 0 0 1 0 0 0 0 10015 0 0 1 0 0 0 0 10016 0 0 1 0 0 0 0 10017 0 0 1 0 0 0 0 10018 0 0 1 0 0 0 0 10019 0 0 1 0 0 0 0 10020 0 0 1 0 0 0 0 10021 0 0 1 0 0 0 0 10022 0 0 1 0 0 0 0 10023 0 0 1 0 0 0 0 10024 0 0 1 0 0 0 0 10025 0 0 1 0 0 0 0 10026 0 0 1 0 0 0 0 10027 0 0 1 0 0 0 0 10028 0 0 1 0 0 0 0 10029 0 0 1 0 0 0 0 10030 0 0 1 0 0 0 0 10031 0 0 1 0 0 0 0 10032 0 0 1 0 0 0 0 10033 0 0 1 0 0 0 0 10034 0 0 1 0 0 0 0 10035 0 0 1 0 0 0 0 10036 0 0 1 0 0 0 0 10037 0 0 1 0 0 0 0 10038 0 0 1 0 0 0 0 10039 0 0 1 0 0 0 0 10040 0 0 1 0 0 0 0 10041 0 0 1 0 0 0 0 10042 0 0 1 0 0 0 0 10043 0 0 1 0 0 0 0 10044 0 0 1 0 0 0 0 10045 0 0 1 0 0 0 0 10046 0 0 1 0 0 0 0 10047 0 0 1 0 0 0 0 10048 0 0 1 0 0 0 0 10049 0 0 1 0 0 0 0 10050 0 0 1 0 0 0 0 10051 0 0 1 0 0 0 0 10052 0 0 1 0 0 0 0 10053 0 0 1 0 0 0 0 10054 0 0 1 0 0 0 0 10055 0 0 1 0 0 0 0 10056 0 0 1 0 0 0 0 10057 0 0 1 0 0 0 0 10058 0 0 1 0 0 0 0 10059 0 0 1 0 0 0 0 10060 0 0 1 0 0 0 0 $ $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ Loading $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$ All shells on the holder (part 3) are given a pressure boundary condition $$$$ to clamp down on the blank. The pressure follows load curve 5. $ *LOAD_SHELL_ELEMENT $ esid lcid sf at 30001 5 -1.00E+00 0.0 30002 5 -1.00E+00 0.0 30003 5 -1.00E+00 0.0 30004 5 -1.00E+00 0.0 30005 5 -1.00E+00 0.0 30006 5 -1.00E+00 0.0 30007 5 -1.00E+00 0.0 30008 5 -1.00E+00 0.0 30009 5 -1.00E+00 0.0 30010 5 -1.00E+00 0.0 30011 5 -1.00E+00 0.0 30012 5 -1.00E+00 0.0 30013 5 -1.00E+00 0.0 30014 5 -1.00E+00 0.0 30015 5 -1.00E+00 0.0 30016 5 -1.00E+00 0.0 30017 5 -1.00E+00 0.0 30018 5 -1.00E+00 0.0 30019 5 -1.00E+00 0.0 30020 5 -1.00E+00 0.0 30021 5 -1.00E+00 0.0 30022 5 -1.00E+00 0.0 30023 5 -1.00E+00 0.0 30024 5 -1.00E+00 0.0 30025 5 -1.00E+00 0.0 30026 5 -1.00E+00 0.0 30027 5 -1.00E+00 0.0 30028 5 -1.00E+00 0.0 30029 5 -1.00E+00 0.0 30030 5 -1.00E+00 0.0 30031 5 -1.00E+00 0.0 30032 5 -1.00E+00 0.0 30033 5 -1.00E+00 0.0 30034 5 -1.00E+00 0.0 30035 5 -1.00E+00 0.0 30036 5 -1.00E+00 0.0 30037 5 -1.00E+00 0.0 30038 5 -1.00E+00 0.0 30039 5 -1.00E+00 0.0 30040 5 -1.00E+00 0.0 30041 5 -1.00E+00 0.0 30042 5 -1.00E+00 0.0 30043 5 -1.00E+00 0.0 30044 5 -1.00E+00 0.0 30045 5 -1.00E+00 0.0 30046 5 -1.00E+00 0.0 30047 5 -1.00E+00 0.0 30048 5 -1.00E+00 0.0 30049 5 -1.00E+00 0.0 30050 5 -1.00E+00 0.0 30051 5 -1.00E+00 0.0 30052 5 -1.00E+00 0.0 30053 5 -1.00E+00 0.0 30054 5 -1.00E+00 0.0 30055 5 -1.00E+00 0.0 30056 5 -1.00E+00 0.0 30057 5 -1.00E+00 0.0 30058 5 -1.00E+00 0.0 30059 5 -1.00E+00 0.0 30060 5 -1.00E+00 0.0 30061 5 -1.00E+00 0.0 30062 5 -1.00E+00 0.0 30063 5 -1.00E+00 0.0 30064 5 -1.00E+00 0.0 30065 5 -1.00E+00 0.0 30066 5 -1.00E+00 0.0 30067 5 -1.00E+00 0.0 30068 5 -1.00E+00 0.0 30069 5 -1.00E+00 0.0 30070 5 -1.00E+00 0.0 30071 5 -1.00E+00 0.0 30072 5 -1.00E+00 0.0 30073 5 -1.00E+00 0.0 30074 5 -1.00E+00 0.0 30075 5 -1.00E+00 0.0 30076 5 -1.00E+00 0.0 30077 5 -1.00E+00 0.0 30078 5 -1.00E+00 0.0 30079 5 -1.00E+00 0.0 30080 5 -1.00E+00 0.0 30081 5 -1.00E+00 0.0 30082 5 -1.00E+00 0.0 30083 5 -1.00E+00 0.0 30084 5 -1.00E+00 0.0 30085 5 -1.00E+00 0.0 30086 5 -1.00E+00 0.0 30087 5 -1.00E+00 0.0 30088 5 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