1、C35混凝土单轴受压应力-应变曲线fc,r=fc,r=35Ec=Ec=31500c,rcu/c,rEcx350.0017175661.6535450442.136763831315000350.0017175661.6535450442.136763831315000.7350.0017175661.6535450442.136763831315000.8350.0017175661.6535450442.136763831315000.9350.0017175661.6535450442.136763831315001350.0017175661.6535450442.13676383131
2、5001.2350.0017175661.6535450442.136763831315001.5350.0017175661.6535450442.136763831315002350.0017175661.6535450442.136763831315002.5350.0017175661.6535450442.136763831315003350.0017175661.6535450442.136763831315003.5350.0017175661.6535450442.136763831315004350.0017175661.6535450442.136763831315004.
3、5350.0017175661.6535450442.136763831315005350.0017175661.6535450442.136763831315005.5350.0017175661.6535450442.136763831315006350.0017175661.6535450442.136763831315006.5350.0017175661.6535450442.136763831315007C35混凝土单轴受拉应力-应变曲线Ecx3.500.0001278533.8223150000.0000000003.500.0001278533.822315000.50.000
4、0639263.500.0001278533.8223150010.0001278533.500.0001278533.822315001.20.0001534233.500.0001278533.822315001.50.0001917793.500.0001278533.8223150020.0002557063.500.0001278533.822315002.50.0003196323.500.0001278533.8223150030.0003835583.500.0001278533.822315003.50.0004474853.500.0001278533.8223150040
5、.0005114113.500.0001278533.822315004.50.0005753373.500.0001278533.8223150050.000639264crcf,rt,trtf,nomrt,trtf,nom受压真实应力应变曲线0.0140.0120.010.0080.0060.0040.00200510152025303540真实应变真实应力受拉真实应力应变曲线0.00120.0010.00080.00060.00040.0002000.511.522.533.54真实应变真实应力3.500.0001278533.822315005.50.0007031903.500.00
6、01278533.8223150060.0007671173.500.0001278533.822315006.50.0008310433.500.0001278533.8223150070.0008949693.500.0001278533.822315007.50.000958896为需要自己填入的数据为ABAQUS输入数据受拉真实应力应变曲线0.00120.0010.00080.00060.00040.0002000.511.522.533.54真实应变真实应力ft,r3.5nDc02.832142240.646910390000.0012022962.832142240.6469103
7、90.16580703431.592826430.0866583520.0013740532.832142240.646910390.22487838733.54932230.1195900880.0015458092.832142240.646910390.28825342534.65706760.1563492580.0017175662.832142240.646910390.35308961350.1956926020.0020610792.832142240.646910390.48906955933.171639970.2852060150.0025763492.832142240
8、.646910390.66190287727.438265380.4185388040.0034351312.832142240.646910390.82293624919.159473650.5792105620.0042939142.832142240.646910390.89600307914.066446860.6775144630.0051526972.832142240.646910390.93271289110.921368030.7406024110.006011482.832142240.646910390.9532398668.8545747260.7837590840.0
9、068702632.832142240.646910390.9657391367.4145059560.8149030960.0077290462.832142240.646910390.9738684646.3621128530.8383474840.0085878292.832142240.646910390.9794349075.5631990910.8565946550.0094466112.832142240.646910390.9834058684.9378868810.8711817890.0103053942.832142240.646910390.9863344074.436
10、1236760.8831000730.0111641772.832142240.646910390.9885542574.0251425390.8930152210.012022962.832142240.646910390.9902760633.6826808810.901389976Dt0.86905525500000.869055255-0.03743472.08906252.0891960466.39243E-050.8690552550.130944753.53.5004474850.0001278450.8690552550.399726712.9010213372.9014664
11、210.0001534120.8690552550.675284441.9616206221.961996820.0001917610.8690552550.850729091.2023359671.2026434110.0002556730.8690552550.914078940.865088020.8653645290.0003195810.8690552550.943632680.6810347870.6812960030.0003834850.8690552550.959852070.565915910.5661691480.0004473850.8690552550.9697613
12、0.4871287370.487377860.000511280.8690552550.976288930.4297187610.4299659940.0005751720.8690552550.980834710.3859277610.386174470.00063906ccdnomnomttdnomtruetruettdnomtruetrueC35混凝土单轴受压应力-应变曲线C35混凝土单轴受拉应力-应变曲线受压真实应力应变曲线0.0140.0120.010.0080.0060.0040.00200510152025303540真实应变真实应力受拉真实应力应变曲线0.00120.0010.
13、00080.00060.00040.0002000.511.522.533.54真实应变真实应力0.8690552550.984138210.351346480.3515935430.0007029430.8690552550.986621190.3232878780.3235358770.0007668220.8690552550.988539090.3000219950.3002713260.0008306980.8690552550.99005430.2803846420.2806355780.0008945690.8690552550.991274240.2635633310.2638
14、160610.000958436受拉真实应力应变曲线0.00120.0010.00080.00060.00040.0002000.511.522.533.54真实应变真实应力ABAQUS输入的应力单位N/mm2ABAQUS输入的非弹性应变cin000受压31.630810.0012015740.00019742131630810.360.00019742133.595420.0013731090.00030658833595420.830.00030658834.710640.0015446160.00044269134710640.810.00044269135.060110.0017160
15、920.00060307335060114.80.00060307333.240010.0020589580.00100371933240009.340.00100371927.508960.0025730350.00169973527508955.920.00169973519.225290.0034292450.00281891819225288.960.00281891814.126850.0042847220.0038362514126846.980.0038362510.977640.0051394670.00479097110977642.530.0047909718.907804
16、0.0059934830.0057106968907803.8260.0057106967.4654460.006846770.0066097727465445.5610.0066097726.4112860.007699330.0074957976411285.9150.0074957975.6109750.0085511630.0083730375610974.8910.0083730374.9845330.0094022710.0092440324984533.180.0092440324.481840.0102526560.0101103754481839.680.0101103754.070080.0111023180.0109731094070079.9440.0109731093.7269580.0119512580.0118329423726957.6060.011832942受拉负应力受拉负应变受拉行为000-2.4E-06-2.08919605-6.39243E-051.67E-05-3.50044748-0.0001278453500447.4851.67193E
