]ABAQUS混凝土(10版规范)损伤本构本构(version1)

C35混凝土

为需要自己填入的数据为ABAQUS输入数据

0.010284452

1.761034060.432151813

0.987207743

4.144182341

0.886897142

D t

0.8690552550

00

0.869055255-0.0374347 2.0890625

2.089196046 6.39243E-050.8690552550.13094475

3.5 3.5004474850.0001278450.8690552550.39972671 2.901021337 2.9014664210.0001534120.8690552550.67528444 1.961620622 1.961996820.0001917610.8690552550.85072909 1.202335967 1.2026434110.0002556730.8690552550.914078940.865088020.8653645290.0003195810.8690552550.943632680.6810347870.6812960030.0003834850.8690552550.959852070.565915910.5661691480.0004473850.8690552550.96976130.4871287370.487377860.000511280.8690552550.976288930.4297187610.4299659940.0005751720.8690552550.980834710.3859277610.386174470.00063906

混凝土单轴受压应力-应变曲线

混凝土单轴受拉应力-应变曲线

t

ρt

d nom

σtrue

σtrue

ξt

ρt

d nom

σtrue

σtrue

ξ

εc

in

00

19.063240.0010279170.00042273519.0632419063235.040.00042273519.643410.0011746760.00055107519.6434119643414.730.00055107519.941440.0013214130.00068835219.9414419941440.60.00068835220.029380.0014681290.00083227620.0293820029384.150.00083227619.550440.0017614970.00114084819.5504419550440.870.00114084817.832930.0022013860.00163526117.8329317832933.090.00163526114.620350.0029341060.00246996814.6203514620345.510.00246996812.023220.0036662890.003284612.0232212023222.430.003284610.084730.0043979370.00407778710.0847310084733.140.0040777878.6334370.005129050.0048549728.6334378633436.5510.0048549727.5236860.0058596280.0056207817.5236867523686.3290.0056207816.6548320.0065896740.006378409 6.6548326654832.1360.0063784095.9594840.0073191860.007129996 5.9594845959483.7620.0071299965.3921050.0080481670.007876989 5.3921055392105.1640.0078769894.9212870.0087766170.008620386 4.9212874921286.5180.0086203864.5248550.0095045360.00936089 4.5248554524855.3430.009360894.186803

0.010231927

0.010099012

4.186803

4186802.985

0.010099012

受拉负应力受拉负应变#VALUE!00

0-2.4E-06-2.089196046-6.39243E-0501.67E-05-3.500447485-0.000127845 3.5004473500447.485 1.67193E-056.13E-05-2.901466421-0.000153412 2.9014662901466.421 6.13015E-050.000129-1.96199682-0.000191761 1.9619971961996.820.0001294750.000217-1.202643411-0.000255673 1.2026431202643.4110.0002174940.000292-0.865364529-0.0003195810.865365865364.52940.0002921090.000362-0.681296003-0.0003834850.681296681296.00330.0003618560.000429-0.566169148-0.0004473850.566169566169.14820.0004294110.000496-0.48737786-0.000511280.487378487377.86020.0004958080.000562-0.429965994-0.0005751720.429966429965.9940.0005615220.000627

-0.38617447

-0.00063906

0.386174

386174.47020.0006268

受拉行为

ABAQUS 输入的应力单位N/mm

2

ABAQUS 输入

的

非弹性应变受压true

σtrue

ξpl

ξpl ξ

0.351594351593.54320.000691781 0.323536323535.87740.000756551 0.300271300271.32640.000821165 0.280636280635.57790.00088566

0.263816263816.06060.000950061

000.4700640.0579030.5218690.1097090.5678480.1556870.6485880.2364270.743680.331520.8425080.4303470.8964630.4843020.9276830.5155220.9469730.5348120.9595950.5474340.9682550.5560950.9744340.5622730.9789860.5668250.9824320.5702710.9851010.572940.9872080.575047

000.3997270.2687820.6752840.6752840.8507290.7197840.9140790.7831340.9436330.8126880.9598520.8289070.9697610.8388170.9762890.8453440.9808350.84989

损伤因子计算方法1损伤因子计算方法

2

0.9841380.853193 0.9866210.855676 0.9885390.857594 0.9900540.85911 0.9912740.860329