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

99.31.940.004

ȡ�Թ�����������������������ߴ缰�߽�Լ�����ֳ����Ӱ�����ֵģ��

*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

ȡ�Թ�������������BLU-109B�ֳ������������ļ��������

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

ȡ���ŷ����ը��������Ӧ�䡣��Ӧ���ʼ���ѹ�»

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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

ȡ����˳����ը���������ֳ���������SPH�㷨

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

����������

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��

��ģ����ҪӦ���ڸ�Ӧ���ʡ�������µ

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�����

������һ�����ӣ�

$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

$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

sdyyds

EPS0����ǧ�ˣ��ף�����Ϊ1��

���ÿ

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

�Һ��������ˣ���*MAT_ADD_EROSION�ĵ�һ�����Խ��Ӱ�첻�󣬵

�������趨��һ��Ӧ��ΪʧЧ�������ڶ���������������������ѷ�ģ����Ǻܹ��죬Ҳ��֪�Բ��ԡ�

casio24

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ԭ���أ�ͬʱ�����������Ժ�쿴���쵥Ԫ����Ϣ����Ӧ��ֵ��Ȼ��Fc��������T��ֵ���ɴ˿ɼ���mat-111��960�в������ƣ���ӭ����ָ�̣�

lieut2003

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���һ�£

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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�״̬����ֻ����eos8,eos9andeos11�⼸��

suiyuerufeng

*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

����һ�֣�72����ģ�ͣ���CONCRETEDAMAGEMODEL���ò

���ģ�����ҽ���һ����о��ɹ���������Ҫ������֤������Ȥ�����ѿ�������һ�¡

��������K�ļ�

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

$��ʯcm,g,us

*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��

ɰ��

2,2.614,0.2828,

��ɳ

*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

$$!

�ֿǵĵ�����������ƻ����ϲ���(һ�����)

*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

$

$$ճ��

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

$

$$siճ��

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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