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fc,r=fc,r=35Ec=Ec=31500 c,rcu/c,r Ecx 350.0017175661.6535450442.136763831315000 350.0017175661.6535450442.136763831315000.7 350.0017175661.6535450442.136763831315000.8 350.0017175661.6535450442.136763831315000.9 350.0017175661.6535450442.136763831315001 350.0017175661.6535450442.136763831315001.2 350.0017175661.6535450442.136763831315001.5 350.0017175661.6535450442.136763831315002 350.0017175661.6535450442.136763831315002.5 350.0017175661.6535450442.136763831315003 350.0017175661.6535450442.136763831315003.5 350.0017175661.6535450442.136763831315004 350.0017175661.6535450442.136763831315004.5 350.0017175661.6535450442.136763831315005 350.0017175661.6535450442.136763831315005.5 350.0017175661.6535450442.136763831315006 350.0017175661.6535450442.136763831315006.5 350.0017175661.6535450442.136763831315007 Ecx 3.500.0001278533.8223150000.000000000 3.500.0001278533.822315000.50.000063926 3.500.0001278533.8223150010.000127853 3.500.0001278533.822315001.20.000153423 3.500.0001278533.822315001.50.000191779 3.500.0001278533.8223150020.000255706 3.500.0001278533.822315002.50.000319632 3.500.0001278533.8223150030.000383558 3.500.0001278533.822315003.50.000447485 3.500.0001278533.8223150040.000511411 3.500.0001278533.822315004.50.000575337 3.500.0001278533.8223150050.000639264 C35混凝土单轴受压应力-应变曲线 C35混凝土单轴受拉应力-应变曲线 c rc f , rt, t rt f ,nom rt , t rt f , nom 0 5 10 15 20 25 30 35 40 00.0020.0040.0060.0080.010.0120.014 真实应力 真实应变 受压真实应力应变曲线 1 1.5 2 2.5 3 3.5 4 真实应力 受拉真实应力应变曲线 3.500.0001278533.822315005.50.000703190 3.500.0001278533.8223150060.000767117 3.500.0001278533.822315006.50.000831043 3.500.0001278533.8223150070.000894969 3.500.0001278533.822315007.50.000958896 为需要自己填入的数据 为ABAQUS输入数据 0 0.5 00.00020.00040.00060.00080.0010.0012 真实应变 ft,r3.5 nDc 02.832142240.64691039000 0.0012022962.832142240.646910390.16580703431.592826430.086658352 0.0013740532.832142240.646910390.22487838733.54932230.119590088 0.0015458092.832142240.646910390.28825342534.65706760.156349258 0.0017175662.832142240.646910390.35308961350.195692602 0.0020610792.832142240.646910390.48906955933.171639970.285206015 0.0025763492.832142240.646910390.66190287727.438265380.418538804 0.0034351312.832142240.646910390.82293624919.159473650.579210562 0.0042939142.832142240.646910390.89600307914.066446860.677514463 0.0051526972.832142240.646910390.93271289110.921368030.740602411 0.006011482.832142240.646910390.9532398668.8545747260.783759084 0.0068702632.832142240.646910390.9657391367.4145059560.814903096 0.0077290462.832142240.646910390.9738684646.3621128530.838347484 0.0085878292.832142240.646910390.9794349075.5631990910.856594655 0.0094466112.832142240.646910390.9834058684.9378868810.871181789 0.0103053942.832142240.646910390.9863344074.4361236760.883100073 0.0111641772.832142240.646910390.9885542574.0251425390.893015221 0.012022962.832142240.646910390.9902760633.6826808810.901389976 Dt 0.8690552550000 0.869055255-0.03743472.08906252.0891960466.39243E-05 0.8690552550.130944753.53.5004474850.000127845 0.8690552550.399726712.9010213372.9014664210.000153412 0.8690552550.675284441.9616206221.961996820.000191761 0.8690552550.850729091.2023359671.2026434110.000255673 0.8690552550.914078940.865088020.8653645290.000319581 0.8690552550.943632680.6810347870.6812960030.000383485 0.8690552550.959852070.565915910.5661691480.000447385 0.8690552550.96976130.4871287370.487377860.00051128 0.8690552550.976288930.4297187610.4299659940.000575172 0.8690552550.980834710.3859277610.386174470.00063906 C35混凝土单轴受压应力-应变曲线 C35混凝土单轴受拉应力-应变曲线 c c d nom nom t t d nom true true t t d nom true true 0.8690552550.984138210.351346480.3515935430.000702943 0.8690552550.986621190.3232878780.3235358770.000766822 0.8690552550.988539090.3000219950.3002713260.000830698 0.8690552550.99005430.2803846420.2806355780.000894569 0.8690552550.991274240.2635633310.2638160610.000958436 cin 000 31.630810.0012015740.00019742131630810.360.000197421 33.595420.0013731090.00030658833595420.830.000306588 34.710640.0015446160.00044269134710640.810.000442691 35.060110.0017160920.00060307335060114.80.000603073 33.240010.0020589580.00100371933240009.340.001003719 27.508960.0025730350.00169973527508955.920.001699735 19.225290.0034292450.00281891819225288.960.002818918 14.126850.0042847220.0038362514126846.980.00383625 10.977640.0051394670.00479097110977642.530.004790971 8.9078040.0059934830.0057106968907803.8260.005710696 7.4654460.006846770.0066097727465445.5610.006609772 6.4112860.007699330.0074957976411285.9150.007495797 5.6109750.0085511630.0083730375610974.8910.008373037 4.9845330.0094022710.0092440324984533.180.009244032 4.481840.0102526560.0101103754481839.680.010110375 4.070080.0111023180.0109731094070079.9440.010973109 3.7269580.0119512580.0118329423726957.6060.011832942 受拉负应力受拉负应变 000 -2.4E-06-2.089196046-6.39243E-05 1.67E-05-3.500447485-0.0001278453500447.4851.67193E-05 6.13E-05-2.901466421-0.0001534122901466.4216.13015E-05 0.000129-1.96199682-0.0001917611961996.820.000129475 0.000217-1.202643411-0.0002556731202643.4110.000217494 0.000292-0.865364529-0.000319581865364.52940.000292109 0.000362-0.681296003-0.000383485681296.00330.000361856 0.000429-0.566169148-0.000447385566169.14820.000429411 0.000496-0.48737786-0.00051128487377.86020.000495808 0.000562-0.429965994-0.000575172429965.9940.000561522 0.000627-0.38617447-0.00063906386174.47020.0006268 受拉行为 ABAQUS输入的应 力 单位N/mm2 ABAQUS输入 的 非弹性应变 受压 true true pl pl 0.000692-0.351593543-0.000702943351593.54320.000691781 0.000757-0.323535877-0.000766822323535.87740.000756551 0.000821-0.300271326-0.000830698300271.32640.000821165 0.000886-0.280635578-0.000894569280635.57790
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