ABAQUS混凝土(10版规范)损伤本构本构 (version 2)
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混凝土单轴受拉
tt,,rr
0.000127853
0.000127853
4
0.000127853
0.0001278533.5 0.000127853 0.000127853 3
0.0001278532.5 0.000127853 0.000127853 2
0.0001278531.5 0.000127853 0.000127853 1
0.001717566 1.653545044 2.1367638真3实1 应变31500
0.001717566 1.653545044 2.136763831 31500
x
0 0.7 0.8 0.9 1 1.2 1.5 2 2.5 3 3.5 4 4.5 5 5.5 60.012 0.014 6.5 7
1
3.50
0.0001278530.5 3.822
3.50
0.000127853 3.822
31500 31500
5.5 0.000703190 6 0.000767117
3.50
0.000127853 0 3.822
31500
6.5 0.000831043
3.50
0.000127853 0 3.8202.0002 0.300105400 0.0006 7 0.00080.0000.809041969 0.0012
0 0.165807034 0.224878387 0.288253425 0.35308961 0.489069559 0.661902877 0.822936249 0.896003079 0.932712891 0.953239866 0.965739136 0.973868464 0.979434907 0.983405868 0.986334407 0.988554257 0.990276063
2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224
3.5
31500
4
31500
4.5
31500
5
nnoomm
0.000000000 0.000063926 0.000127853 0.000153423 0.000191779 0.000255706 0.000319632 0.000383558 0.000447485 0.000511411 0.000575337 0.000639264
真实应力
0.00171756260 1.653545044 2.136763831 31500
0.001717566 1.653545044 2.136763831 31500 0.00171756165 1.653545044 2.136763831 31500
0.001717566 1.653545044 2.136763831 31500 0.00171756160 1.653545044 2.136763831 31500
0.00171756360 1.653545044 2.136763831 31500 0.001717566 1.653545044 2.136763831 31500
0.00171756265 1.653545044 2.136763831 31500 0.001717566 1.653545044 2.136763831 31500
c
ε /ε 受c拉u真实c应,r 力应变曲E 线c
0.00171756460 1.653545044 2.136763831 31500
0.001717566 1.653545044 2.136763831 31500 0.00171756365 1.653545044 2.136763831 31500
3.50
0.000127853 3.822
31500 真实应变7.5 0.000958896
为需要自己 填入的数据 为ABAQUS 输入数据
混凝土单轴受压应力-应变曲线 ft,r 3.5
nom
n
c
dc
0 0.001202296 0.001374053 0.001545809 0.001717566 0.002061079 0.002576349 0.003435131 0.004293914 0.005152697 0.00601148 0.006870263 0.007729046 0.008587829 0.009446611 0.00.10410305394 0.011164177 0.01202296
0.0017175665 1.653545044 2.136763831 31500 0.001717566 1.653545044 2.136763831 31500
0.0017175660 1.653545044 2.136763831 31500 0.001717566 01.65305.405002 44 0.200.1436706.3080361 03.0105800 0.01
fc,r=
35
Ec=
31500
混凝土单轴受压
fc,r
35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
fftt,,rr
3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
Leabharlann Baidu
εc,r
0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039
真实应力
tt
3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822
Ec
x
受3拉15真0实0 应力应变曲0线
31500
0.5
31500
1
31500
1.2
31500
1.5
31500
2
31500
2.5
31500
3
31500
tt,,rr
0.000127853
0.000127853
4
0.000127853
0.0001278533.5 0.000127853 0.000127853 3
0.0001278532.5 0.000127853 0.000127853 2
0.0001278531.5 0.000127853 0.000127853 1
0.001717566 1.653545044 2.1367638真3实1 应变31500
0.001717566 1.653545044 2.136763831 31500
x
0 0.7 0.8 0.9 1 1.2 1.5 2 2.5 3 3.5 4 4.5 5 5.5 60.012 0.014 6.5 7
1
3.50
0.0001278530.5 3.822
3.50
0.000127853 3.822
31500 31500
5.5 0.000703190 6 0.000767117
3.50
0.000127853 0 3.822
31500
6.5 0.000831043
3.50
0.000127853 0 3.8202.0002 0.300105400 0.0006 7 0.00080.0000.809041969 0.0012
0 0.165807034 0.224878387 0.288253425 0.35308961 0.489069559 0.661902877 0.822936249 0.896003079 0.932712891 0.953239866 0.965739136 0.973868464 0.979434907 0.983405868 0.986334407 0.988554257 0.990276063
2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224 2.83214224
3.5
31500
4
31500
4.5
31500
5
nnoomm
0.000000000 0.000063926 0.000127853 0.000153423 0.000191779 0.000255706 0.000319632 0.000383558 0.000447485 0.000511411 0.000575337 0.000639264
真实应力
0.00171756260 1.653545044 2.136763831 31500
0.001717566 1.653545044 2.136763831 31500 0.00171756165 1.653545044 2.136763831 31500
0.001717566 1.653545044 2.136763831 31500 0.00171756160 1.653545044 2.136763831 31500
0.00171756360 1.653545044 2.136763831 31500 0.001717566 1.653545044 2.136763831 31500
0.00171756265 1.653545044 2.136763831 31500 0.001717566 1.653545044 2.136763831 31500
c
ε /ε 受c拉u真实c应,r 力应变曲E 线c
0.00171756460 1.653545044 2.136763831 31500
0.001717566 1.653545044 2.136763831 31500 0.00171756365 1.653545044 2.136763831 31500
3.50
0.000127853 3.822
31500 真实应变7.5 0.000958896
为需要自己 填入的数据 为ABAQUS 输入数据
混凝土单轴受压应力-应变曲线 ft,r 3.5
nom
n
c
dc
0 0.001202296 0.001374053 0.001545809 0.001717566 0.002061079 0.002576349 0.003435131 0.004293914 0.005152697 0.00601148 0.006870263 0.007729046 0.008587829 0.009446611 0.00.10410305394 0.011164177 0.01202296
0.0017175665 1.653545044 2.136763831 31500 0.001717566 1.653545044 2.136763831 31500
0.0017175660 1.653545044 2.136763831 31500 0.001717566 01.65305.405002 44 0.200.1436706.3080361 03.0105800 0.01
fc,r=
35
Ec=
31500
混凝土单轴受压
fc,r
35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35
fftt,,rr
3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
Leabharlann Baidu
εc,r
0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039 0.64691039
真实应力
tt
3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822 3.822
Ec
x
受3拉15真0实0 应力应变曲0线
31500
0.5
31500
1
31500
1.2
31500
1.5
31500
2
31500
2.5
31500
3
31500