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发表于 2010-4-8 17:56:01
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来自 北京
*Concrete Damaged Plasticity
15., 0.1, 1.16, 0.6667, 0.
*Concrete Compression Hardening
2.598e+07, 0.
3.1593e+07, 0.0004
3.4298e+07, 0.0008
3.5e+07, 0.0012
3.4362e+07, 0.0016
3.2859e+07, 0.002
3.0835e+07, 0.0024
2.3696e+07, 0.0036
1.6113e+07, 0.005
3.194e+06, 0.01
*Concrete Tension Stiffening
3.291e+06, 0.
2.693e+06, 0.0001
2.058e+06, 0.0003
1.775e+06, 0.0004
1.479e+06, 0.0005
991000., 0.0008
664000., 0.001
298000., 0.002
135000., 0.003
74000., 0.005
===========================================================
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Compression behavior:
Stress Inelastic strain Damage Inelastic strain
24.019E+6 0.0000 0.0000 0.0000
29.208E+6 0.0004 0.1299 0.0004
31.709E+6 0.0008 0.2429 0.0008
32.358E+6 0.0012 0.3412 0.0012
31.768E+6 0.0016 0.4267 0.0016
30.379E+6 0.0020 0.5012 0.0020
28.507E+6 0.0024 0.5660 0.0024
21.907E+6 0.0036 0.7140 0.0036
14.897E+6 0.0050 0.8243 0.0050
2.953E+6 0.0100 0.9691 0.0100
Tension recovery factor = 0.0. Tension behavior:
Stress Cracking strain Damage Cracking strain
1.780E+6 0.0000 0.0000 0.0000
1.457E+6 0.0001 0.3000 0.0001
1.113E+6 0.0003 0.5500 0.0003
0.960E+6 0.0004 0.7000 0.0004
0.800E+6 0.0005 0.8000 0.0005
0.536E+6 0.0008 0.9000 0.0008
0.359E+6 0.0010 0.9300 0.0010
0.161E+6 0.0020 0.9500 0.0020
0.073E+6 0.0030 0.9700 0.0030
0.040E+6 0.0050 0.9900 0.0050
软件帮助里面的定义
========================================================================
&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
=========================================================================
============================================================================
*MATERIAL, NAME=CONCRETE
*ELASTIC
3.25E10, 0.2
*DENSITY
2548.41998
*CONCRETE DAMAGED PLASTICITY
40.,0.,0.,0.,0.
*CONCRETE COMPRESSION HARDENING
11655000, 0
16903454.63, 0.000148385
21234078, 0.000317385
…………
…………
*CONCRETE TENSION STIFFENING
3129000 , 0
3100876.986, 4.56E-05
3046705.608, 5.84E-05
…………
…………
*CONCRETE TENSION DAMAGE
0. , 0.
0.296020589, 0.000991
0.524554904, 0.00199
0.657048478, 0.00299
0.73897889 , 0.00399
*CONCRETE COMPRESSION DAMAGE
0 , 0
0.086592846, 0.00128277
0.287110378, 0.00328277
0.503206483, 0.00528277
0.649937951, 0.00728277
0.745003989, 0.00928277
0.806121236, 0.01128277
concretez 的定义
===============================================================================++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
=======================================================================
====================================================================
*MATERIAL,NAME=CONMAT1
*ELASTIC
19715,0.18
*DENSITY
2400.0E-12
*CONCRETE DAMAGED PLASTICITY
15.0,
*CONCRETE COMPRESSION HARDENING
7.899434265,0
8.847110164,0.000175783
11.17810984,0.000275783
13.24986658,0.000375783
16.71535726,0.000575783
19.41953734,0.000775783
22.35449259,0.001075783
24.26961665,0.001375783
25.11983211,0.001575783
25.58021108,0.001725783
25.91360916,0.001875783
26.31796594,0.002275783
26.33228573,0.002375783
26.31900129,0.002475783
26.22113814,0.002675783
25.80613603,0.003075783
25.02006231,0.003575783
23.46491194,0.004375783
22.42694577,0.004875783
20.3684549,0.005875783
18.43135199,0.006875783
16.65434271,0.007875783
15.04000765,0.008875783
13.57904678,0.009875783
12.25888531,0.010875783
10.5147091,0.012375783
9.395310541,0.013475783
9.018490403,0.013875783
7.349298322,0.015875783
5.98903889,0.017875783
4.880544392,0.019875783
*CONCRETE TENSION STIFFENING, TYPE=DISPLACEMENT
2.633228573,0
2.633228573,0.005
2.633228545,0.008
2.633225696,0.01
2.632431905,0.015
2.62324421,0.02
2.592586718,0.025
2.535224361,0.03
2.455078564,0.035
2.359582811,0.04
2.255839549,0.045
2.14929601,0.05
2.043679667,0.055
1.941341525,0.06
1.843644551,0.065
1.751283285,0.07
1.664517917,0.075
1.583336307,0.08
1.50756258,0.085
1.436928382,0.09
1.371118819,0.095
1.309801524,0.1
1.252644607,0.105
1.199327356,0.11
1.149546229,0.115
0.878903008,0.15
0.641901032,0.2
0.400393304,0.3
0.282476506,0.4
0.21433908,0.5
0.170610981,0.6
0.140472322,0.7
0.118599361,0.8
0.102092699,0.9
0.089248775,1
cemichaelliu 定义的本构关系之一 |
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