ansys材料参数.txt资料文档下载
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ansys材料参数.txt资料文档下载
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99.31.940.004
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*MAT_JOHNSON_HOLMQUIST_CONCRETE
4,2.4,0.123,0.79,1.60,0.007,0.61,2.4E-4
2.7e-5,1.0e-6,0.01,7.0,8.0e-5,5.6e-4,1.05e-2,0.1
0.04,1.0,0.174,0.388,0.298
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4,2.4,0.132,0.79,1.60,0.007,0.61,3.22E-4
3.15e-5,1.0e-6,0.01,7.0,1.08e-4,7.18e-4,1.05e-2,0.1
ȡ�Բ���ԣ�����Ƽ���ѧѧ��ģ����Զ��ܵ����ֳ���������FE-SPH����
midROGABCNFC
1,2.2,0.164,0.75,1.65,0.007,0.61,4.4e-4
TEPS0EFMINSFMAXPCUCPLUL
2.4e-5,1.0e-6,0.01,11.7,1.36e-4,5.8e-4,1.05e-2,0.1
D1D2K1K2K3FS
0.03,1.0,0.174,0.388,0.298
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*MAT_JOHNSON_HOLMQUIST_CONCRETE
2,2.44,0.1486,0.79,1.60,0.007,0.61,4.8E-4
4.0e-5,1.0e-6,0.01,7.0,1.6E-4,0.001,8.0E-3,0.1
0.04,1.0,0.85,-1.71,2.08
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1��2.4��0.1486��0.79��1.60��0.007��0.61��1.4e-4
4.0e-5��1.0e-6��0.01��7.0��1.6e-4��0.001��8.0E-3��0.1
0.04��1.0��0.174��0.388��0.298
*Mat_johnson_holmquist_concrete
$��������ȡ��1998��Johnson-Holmquist��������,ʧЧ��������ʧЧ============
$MIDROGABCNFC
12.25E-31.64E+040.751.65-0.0070.7648.0
$TEPS0EFMINSFMAXPCUCPLUL
2.41.00.0111.713.65.8E-41.05E+30.1
$D1D2K1K2K3FS
0.031.01.74E+43.88E+042.98E+04
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1,2.452,0.279,0.75,1.6,0.007,0.61,5.6e-4
8.2e-5,1.0e-6,0.015,10.5,2.3e-4,7.4e-4,1.05e-2,0.068
0.045,1.0,
1,2.551,0.332,0.79,1.6,0.007,0.61,7.17e-4
11.4e-5,1.0e-6,0.020,12.5,3.0e-4,8.8e-4,1.15e-2,0.070
0.050,1.0,
jzbai
H-J-Cģ��
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Ļ�����ģ�⡣��DYNA��H-J-Cģ�͵Ķ��巽ʽΪ��*MAT_JOHNSON_HOLMGUIST_CONCRETE�����ϱ��Ϊ111��
H-J-Cģ���ۺϿ����˴�Ӧ�䡢��Ӧ���ʡ���ѹЧӦ�����Ч����ǿ����ѹ����Ӧ���ʼ����˵ĺ�������ѹ�������Ӧ�䣨��������ѹ��״̬���ĺ��������˻������������Ӧ�䡢��Ч����Ӧ�估ѹ���ĺ�����
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$H-J-Cg-cm-us
2,2.4,0.1486,0.79,1.60,0.007,0.61,0.00048
4e-5,1e-6,0.01,7.0,0.00016,0.001,0.0080,0.10
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ˣ��룬������1.0e-6.
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2,2.4,0.1486,0.79,1.60,-0.007,0.61,0.00048
-4e-5,1e-6,0.01,7.0,0.00016,0.001,0.0080,0.10
0.04,1.0,0.85,-1.71,2.08��0.1
*MAT_ADD_EROSION
1��1234.0
-4e-5��234.0��1234.0��1234.0��1234.01234.0��1234.0
duanmengsun
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Tothebestofmyknowledge,MaterialModel72Mat_Concrete_DamageisanextensionofMaterialModel16Mat_Pseudo_TENSORduetoMalvar,Crawford,Wesevich,andSimons,'
APlasticityConcreteMaterialModelforDYNA3D,'
IntJofImpactEngineering,Vol19,Nos9-10,pp847-873,1997
16model��
*MAT_PSEUDO_TENSOR$ModeIIConcreteModelOptionwithautomaticEOS2,2.247E-04,,0.2205000,-13.000E+07,0.200,6.000E+04,4.031E+06,0.000E+00,0.000E+00
$3rdexampleconcretethatrequiresanequation-of-state(EOS)*MAT_PSEUDO_TENSOR3,2.247E-04,,0.220500.,1.250E+03,0.333,6.667E-05,500.,1.50,1.25,0.7703.000E+07,0.200,6.000E+04,4.031E+06,0.000E+00,0.000E+000.000E+00,8.620E-06,2.150E-05,3.140E-05,3.950E-04,5.170E-04,6.380E-04,7.980E-049.670E-04,1.410E-03,1.970E-03,2.590E-03,3.270E-03,4.000E-03,4.790E-03,0.9090.309,0.543,0.840,0.975,1.00,0.790,0.630,0.4690.383,0.247,0.173,0.136,0.114,8.600E-02,5.600E-02,0.000E+00
lucyhulu
*MAT_CONCRETE_DAMAGE
42.60000000.2500000
5.5E-040.100E-040.00000000.1000000
0.00000000.00000000.00000000.00000000.00000000.00000000.00000000.0000000
0.202.10000000.30000003.350E-030.000000000
0.00000000.00000010.00000020.00000030.00000040.00000050.00000060.0000007
0.00000080.00000090.00000100.00000110.0000012
huangfei
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*MAT_BRITTLE_DAMAGE
10.250E+043.000E+101.67E-016.00e+061.400e+071.40E+020.03
7.2389e+50.004E+002.100E+113.00E+061.00e+100.750e+003.20E+07
geneone
$*midrogacnfc
22.4000000.1486000.7900000.0070000.6100004.8000e-04
$*teps0efminsfmaxpcucplul
4.0000e-051.0000e-060.0100007.0000001.6000e-040.0010000.0080000.100000
$*d1d2k1k2k3fs
0.0400001.0000000.850000-1.7100002.080000-0.10000
sjy
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10.250E-050.200
0.189E-020.715E-020.4600.300E-02
0.530E-020.6710.873E-020.3470.910E-021.251.0010.0
0.00206.0.3000.3103.092.002.00
0.000.862E-050.215E-040.314E-040.395E-030.517E-030.798E-030.967E-03
0.141E-020.259E-020.400E-020.479E-020.909
0.000.8340.9400.9901.000.7900.4690.383
0.2470.1360.860E-010.560E-010.00
*EOS_TABULATED
10.000.001.00
0.00-0.480E-03-0.10536-0.10542-0.10547
-0.10592-0.10647-0.11093-0.11653-0.12217
0.000.770E-020.8000.8040.808
0.8390.8771.181.561.93
0.000.000.000.000.00
99.31.940.004
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*MAT_PLASTIC_KINEMATIC
$MIDR0EPRSIGYETANBETA
12.500.2250.223.0e-50.0421.0
$SRCSRPFSVP
0.06
$*MAT_PLASTIC_KINEMATIC
$MIDR0EPRSIGYETANBETA
$12.70.40.220.460E-30.04
$0.00000000.00000000.04
$MIDEXCL
11234
$������һ��Ӧ����ЧӦ����Ӧ������Ӧ��SIGTHIMPULSE
12342.0e-412340.06123412341234
2��2.68��
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2,2.614,0.2828,
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*MAT_SOIL_AND_FOAM
21.8E+06.385E-43.00E-13.4E-137.033E-70.30E+0-6.90E-8
0.0
0.0-1.04E-1-1.61E-1-1.92E-1-2.24E-1-2.46E-1-2.71E-1-2.83E-1
-2.9E-1-4.0E-1
0.02.0E-44.0E-46.0E-41.2E-32.0E-34.0E-36.0E-3
8.0E-34.1E-2
����
*MAT_NULL
31.293E-03.0000000.0000000.0000000.0000000.0000000.0000000
*EOS_LINEAR_POLYNOMIAL
3.0000000.0000000.0000000.0000000.4000000.4000000.0000000
2.5e-6
ըҩTNT
*MAT_HIGH_EXPLOSIVE_BURN
11.637E+006.942E-011.891E-010.000E+000.000E+000.000E+000.000E+00
*EOS_JWL
13.712E+003.231E-024.150E+009.500E-013.000E-017.000E-021.000E+00
11.640E+006.930E-012.700E-010.000E+000.000E+000.000E+000.000E+00
13.740E+003.231E-024.150E+009.500E-013.000E-017.000E-021.000E+00
ճ��
21.84.738E-040.487.7E-051.601E-040.2
ˮ
21.0250.000.000.000.000.000.00
20.1482.561.9860.22680.500.000.00
1.00
$$!
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*MAT_ELASTIC_PLASTIC_HYDRO_SPALL
47.860E+002.069E+001.724E-020.000E+00-7.030E+001.200E+00
0.000E+000.000E+003.000E+00
0.000E+000.000E+000.000E+000.000E+000.000E+000.000E+000.000E+000.000E+00
*EOS_GRUNEISEN
43.574E-011.920E+000.000E+000.000E+001.690E+000.000E+000.000E+00
1.000E+00
$$
$SI8701
11.717E+037.980E+032.950E+100.000E+000.000E+000.000E+000.000E+00
15.242E+117.678E+094.200E+001.100E+003.400E-0110.82E+091.000E+00
$2����ʯ
11.000E+033.600E+033.240E+090.000E+000.000E+000.000E+000.000E+00
12.140E+110.182E+094.150E+009.500E-013.000E-017.000E+091.000E+00
$
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21.800E+001.601E-047.70E-050.000E+00-7.030E-061.200E+00
20.250E-010.4E+000.000E+000.000E+002.10E+000.000E+000.000E+00
$
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21.800E+031.601E+077.70E+060.000E+00-7.030E+051.200E+00
20.250E+030.4E+000.000E+000.000E+002.10E+000.000E+000.000E+00
$
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