混凝土本构-Abaqus

C35混凝土单轴受压应力-应变曲线 Ecx 350.0017175661.6535450442.136763831315000.10.000171757 350.0017175661.6535450442.136763831315000.20.000343513 350.0017175661.6535450442.136763831315000.30.00051527 350.0017175661.6535450442.136763831315000.40.000687026 350.0017175661.6535450442.136763831315000.50.000858783 350.0017175661.6535450442.136763831315000.60.001030539 350.0017175661.6535450442.136763831315000.70.001202296 350.0017175661.6535450442.136763831315000.80.001374053 350.0017175661.6535450442.136763831315000.90.001545809 350.0017175661.6535450442.1367638313150010.001717566 350.0017175661.6535450442.136763831315001.20.002061079 350.0017175661.6535450442.136763831315001.50.002576349 350.0017175661.6535450442.136763831315001.80.003091618 350.0017175661.6535450442.1367638313150020.003435131 350.0017175661.6535450442.136763831315002.20.003778645 350.0017175661.6535450442.136763831315002.50.004293914 350.0017175661.6535450442.136763831315002.80.004809184 350.0017175661.6535450442.1367638313150030.005152697 350.0017175661.6535450442.136763831315003.20.00549621 350.0017175661.6535450442.136763831315003.50.00601148 350.0017175661.6535450442.136763831315003.80.00652675 350.0017175661.6535450442.1367638313150040.006870263 350.0017175661.6535450442.136763831315004.20.007213776 350.0017175661.6535450442.136763831315004.50.007729046 350.0017175661.6535450442.136763831315004.80.008244315 350.0017175661.6535450442.1367638313150050.008587829 350.0017175661.6535450442.136763831315005.20.008931342 350.0017175661.6535450442.136763831315005.50.009446611 350.0017175661.6535450442.136763831315005.80.009961881 350.0017175661.6535450442.1367638313150060.010305394 350.0017175661.6535450442.136763831315006.20.010648907 350.0017175661.6535450442.136763831315006.50.011164177 350.0017175661.6535450442.136763831315006.80.011679447 350.0017175661.6535450442.1367638313150070.01202296 350.0017175661.6535450442.136763831315007.20.012366473 350.0017175661.6535450442.136763831315007.50.012881743 350.0017175661.6535450442.136763831315007.80.013397013 350.0017175661.6535450442.1367638313150080.013740526 350.0017175661.6535450442.136763831315008.20.014084039 rc, e c a rccu, /xx nom xrc f , 350.0017175661.6535450442.136763831315008.50.014599309 350.0017175661.6535450442.136763831315008.80.015114578 350.0017175661.6535450442.1367638313150090.015458092 350.0017175661.6535450442.136763831315009.20.015801605 350.0017175661.6535450442.136763831315009.50.016316874 350.0017175661.6535450442.136763831315009.80.016832144 350.0017175661.6535450442.13676383131500100.017175657 C35混凝土单轴受拉应力-应变曲线 Ecx 3.50.0001278533.822315000.11.27853E-050.869055255 3.50.0001278533.822315000.22.55706E-050.869055255 3.50.0001278533.822315000.33.83558E-050.869055255 3.50.0001278533.822315000.45.11411E-050.869055255 3.50.0001278533.822315000.56.39264E-050.869055255 3.50.0001278533.822315000.67.67117E-050.869055255 3.50.0001278533.822315000.78.94969E-050.869055255 3.50.0001278533.822315000.80.0001022820.869055255 3.50.0001278533.822315000.90.0001150670.869055255 3.50.0001278533.8223150010.0001278530.869055255 3.50.0001278533.822315001.20.0001534230.869055255 3.50.0001278533.822315001.50.0001917790.869055255 3.50.0001278533.822315001.80.0002301350.869055255 3.50.0001278533.8223150020.0002557060.869055255 3.50.0001278533.822315002.20.0002812760.869055255 3.50.0001278533.822315002.50.0003196320.869055255 3.50.0001278533.822315002.80.0003579880.869055255 3.50.0001278533.8223150030.0003835580.869055255 3.50.0001278533.822315003.20.0004091290.869055255 3.50.0001278533.822315003.50.0004474850.869055255 3.50.0001278533.822315003.80.000485840.869055255 3.50.0001278533.8223150040.0005114110.869055255 3.50.0001278533.822315004.20.0005369820.869055255 3.50.0001278533.822315004.50.0005753370.869055255 3.50.0001278533.822315004.80.0006136930.869055255 3.50.0001278533.8223150050.0006392640.869055255 3.50.0001278533.822315005.20.0006648340.869055255 3.50.0001278533.822315005.50.000703190.869055255 3.50.0001278533.822315005.80.0007415460.869055255 3.50.0001278533.8223150060.0007671170.869055255 3.50.0001278533.822315006.20.0007926870.869055255 3.50.0001278533.822315006.50.0008310430.869055255 3.50.0001278533.822315006.80.0008693990.869055255 rt, e t a rt f ,nom x t r 3.50.0001278533.8223150070.0008949690.869055255 3.50.0001278533.822315007.20.000920540.869055255 3.50.0001278533.822315007.50.0009588960.869055255 3.50.0001278533.822315007.80.0009972520.869055255 3.50.0001278533.8223150080.0010228220.869055255 3.50.0001278533.822315008.20.0010483930.869055255 3.50.0001278533.822315008.50.0010867480.869055255 3.50.0001278533.822315008.80.0011251040.869055255 3.50.0001278533.8223150090.0011506750.869055255 3.50.0001278533.822315009.20.0011762450.869055255 3.50.0001278533.822315009.50.0012146010.869055255 3.50.0001278533.822315009.80.0012529570.869055255 3.50.0001278533.82231500100.0012785280.869055255 nDc 2.8321422410.646910390.0008026945.4059891870.0004014275.40691770.000171742 2.8321422410.646910390.00568827910.75911310.00284819610.7628090.000343454 2.8321422410.646910390.01771781215.943418340.00889849815.9516330.000515137 2.8321422410.646910390.03914497120.794178950.0197678720.8084650.00068679 2.8321422410.646910390.07118831525.125898020.03625123425.1474760.000858414 2.8321422410.646910390.11382858428.766889550.05863321928.7965350.001030009 2.8321422410.646910390.16580703431.592826430.08665835231.630810.001201574 2.8321422410.646910390.22487838733.54932230.11959008833.5954210.001373109 2.8321422410.646910390.28825342534.657067607106410.001544616 2.8321422410.646910390.35308961350.19569260235.0601150.001716092 2.8321422410.646910390.48906955933.171639970.28520601533.2400090.002058958 2.8321422410.646910390.66190287727.438265380.41853880427.5089560.002573035 2.8321422410.646910390.77367055822.041313740.5242590622.1094570.003086849 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C35混凝土单轴受压应力-应变曲线 2.8321422410.646910390.9936272462.9306906330.9201704712.97347670.014493765 2.8321422410.646910390.9940868332.8153132450.9231028812.85786550.015001491 2.8321422410.646910390.9943662112.7432600480.9249414322.78566560.015339832 2.8321422410.646910390.9946262922.6747658630.9266944242.71703150.015678059 2.8321422410.646910390.9949839712.5781463410.929176072.62021360.016185185 2.8321422410.646910390.9953071612.4882022910.9314956982.53008410.016692053 2.8321422410.646910390.9955056052.431616880.9329597512.47338150.017029823 Dt受拉负应力 -0.0428645680.41999930.420004671.27852E-05-5.48E-07-0.42000467 -0.0428106860.83995520.8399766782.55702E-05-1.1E-06-0.839976678 -0.0424439451.25948971.2595380093.83551E-05-1.63E-06 -1.259538009 -0.0410864811.67713281.677218575.11398E-05-2.11E-06-1.67721857 -0.0374347112.08906252.0891960466.39243E-05-2.4E-06-2.089196046 -0.0293507592.48734082.4875316087.67087E-05-2.26E-06 -2.487531608 -0.0136538832.85764572.8579014518.94929E-05-1.23E-06 -2.857901451 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0.9918960740.2545720610.2548259340.0009967550.0009887 -0.254825934 0.9922724380.2489735110.2492281670.0010222990.0010144 -0.249228167 0.9926217580.243661790.2439172440.0010478430.0010401 -0.243917244 0.9931006170.2361836390.2364403120.0010861580.0010787 -0.236440312 0.9935318930.2292347930.2294927060.0011244720.0011172 -0.229492706 0.9937961040.2248680.225126750.0011500130.0011429-0.22512675 0.994043560.2206963870.220955980.0011755540.0011685-0.22095598 0.99438640.2147759930.2150368610.0012138640.001207-0.215036861 0.9946988960.2092247570.2094869060.0012521730.0012455 -0.209486906 0.9948921510.2057115490.2059745570.0012777110.0012712 -0.205974557 9.36428E-08 1.77768E-06 8.73595E-06 2.62042E-05 6.00818E-05 0.000115833 0.000197421 0.000306588 0.000442691 0.000603073 0.001003719 0.001699735 0.002384962 0.002818918 0.003235914 0.00383625 0.004414442 0.004790971 0.005162046 0.005710696 0.006252033 0.006609772 0.006965457 0.007495797 0.008023005 0.008373037 0.008722079 0.009244032 0.00976432 0.010110375 0.010455856 0.010973109 0.011489321 0.011832942 0.01217618 0.012690373 0.013203832 0.01354576 0.013887405 pl x 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土单轴受压应力-应变曲 线 C C3 35 5混混凝凝土土单单轴轴应应力力- -应应变变曲曲线线 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应应变变 应应力力 应力-应变 C35混凝土单轴受压应力-应变曲线 0.014399369 0.014910765 0.015251399 0.015591804 0.016102003 0.016611733 0.016951303 受拉负应变 -1.27852E-05 -2.55702E-05 -3.83551E-05 -5.11398E-05 -6.39243E-05 -7.67087E-05 -8.94929E-05 -0.000102277 -0.000115061 -0.000127845 -0.000153412 -0.000191761 -0.000230108 -0.000255673 -0.000281237 -0.000319581 -0.000357924 -0.000383485 -0.000409045 -0.000447385 -0.000485722 -0.00051128 -0.000536837 -0.000575172 -0.000613505 -0.00063906 -0.000664613 -0.000702943 -0.000741271 -0.000766822 -0.000792373 -0.000830698 -0.000869021 图表标题 0.00140.00120.0010.00080.00060.00040.00020 0 0.5 1 1.5 2 2.5 3 3.5 4 应变 应力 C35混凝土本构关系曲线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020-0.002-0.004 -10 -5 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土本构曲 线 C35混凝土单轴受拉应力-应变曲线 C C3 35 5混混凝凝土土单单轴轴应应力力- -应应变变曲曲线线 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应应变变 应应力力 应力-应变 -0.000894569 -0.000920116 -0.000958436 -0.000996755 -0.001022299 -0.001047843 -0.001086158 -0.001124472 -0.001150013 -0.001175554 -0.001213864 -0.001252173 -0.001277711 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020-0.002-0.004 -10 -5 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土本构曲 线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土单轴受压应力-应变曲 线 C C3 35 5混混凝凝土土单单轴轴应应力力- -应应变变曲曲线线 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应应变变 应应力力 应力-应变 C C3 35 5混混凝凝土土单单轴轴应应力力- -应应变变曲曲线线 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应应变变 应应力力 应力-应变 图表标题 0.00140.00120.0010.00080.00060.00040.00020 0 0.5 1 1.5 2 2.5 3 3.5 4 应变 应力 C35混凝土本构关系曲线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020-0.002-0.004 -10 -5 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土本构曲 线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020-0.002-0.004 -10 -5 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土本构曲 线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土单轴受压应力-应变曲 线 C C3 35 5混混凝凝土土单单轴轴应应力力- -应应变变曲曲线线 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应应变变 应应力力 应力-应变 C C3 35 5混混凝凝土土单单轴轴应应力力- -应应变变曲曲线线 0.0180.0160.0140.0120.010.0080.0060.0040.0020 0 5 10 15 20 25 30 35 40 应应变变 应应力力 应力-应变 图表标题 0.00140.00120.0010.00080.00060.00040.00020 0 0.5 1 1.5 2 2.5 3 3.5 4 应变 应力 C35混凝土本构关系曲线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020-0.002-0.004 -10 -5 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土本构曲 线 图表标题 0.0180.0160.0140.0120.010.0080.0060.0040.0020-0.002-0.004 -10 -5 0 5 10 15 20 25 30 35 40 应变 应力 C35混凝土本构曲 线 C45混凝土单轴受压应力-应变曲线 Ecx 450.0018538112.2115311761.93551779335000.10.000185381 450.0018538112.2115311761.93551779335000.20.000370762 450.0018538112.2115311761.93551779335000.30.000556143 450.0018538112.2115311761.93551779335000.40.000741524 450.0018538112.2115311761.93551779335000.50.000926906 450.0018538112.2115311761.93551779335000.60.001112287 450.0018538112.2115311761.93551779335000.70.001297668 450.0018538112.2115311761.93551779335000.80.001483049 450.0018538112.2115311761.93551779335000.90.00166843 450.0018538112.2115311761.935517793350010.001853811 450.0018538112.2115311761.93551779335001.20.002224573 450.0018538112.2115311761.93551779335001.50.002780717 450.0018538112.2115311761.93551779335001.80.00333686 450.0018538112.2115311761.935517793350020.003707622 450.0018538112.2115311761.93551779335002.20.004078384 450.0018538112.2115311761.93551779335002.50.004634528 450.0018538112.2115311761.93551779335002.80.005190671 450.0018538112.2115311761.935517793350030.005561433 450.0018538112.2115311761.93551779335003.20.005932195 450.0018538112.2115311761.93551779335003.50.006488339 450.0018538112.2115311761.93551779335003.80.007044482 450.0018538112.2115311761.935517793350040.007415244 450.0018538112.2115311761.93551779335004.20.007786007 450.0018538112.2115311761.93551779335004.50.00834215 450.0018538112.2115311761.93551779335004.80.008898293 450.0018538112.2115311761.935517793350050.009269055 450.0018538112.2115311761.93551779335005.20.009639818 450.0018538112.2115311761.93551779335005.50.010195961 450.0018538112.2115311761.93551779335005.80.010752104 450.0018538112.2115311761.935517793350060.011122866 450.0018538112.2115311761.93551779335006.20.011493629 450.0018538112.2115311761.93551779335006.50.012049772 450.0018538112.2115311761.93551779335006.80.012605915 450.0018538112.2115311761.935517793350070.012976678 450.0018538112.2115311761.93551779335007.20.01334744 450.0018538112.2115311761.93551779335007.50.013903583 450.0018538112.2115311761.93551779335007.80.014459726 450.0018538112.2115311761.935517793350080.014830489 450.0018538112.2115311761.93551779335008.20.015201251 rc, e c a rccu, /xx nom xrc f , 450.0018538112.2115311761.93551779335008.50.015757394 450.0018538112.2115311761.93551779335008.80.016313537 450.0018538112.2115311761.935517793350090.0166843 450.0018538112.2115311761.93551779335009.20.017055062 450.0018538112.2115311761.93551779335009.50.017611205 450.0018538112.2115311761.93551779335009.80.018167349 450.0018538112.2115311761.9355177933500100.018538111 C45混凝土单轴受拉应力-应变曲线 EcX 4.50.0001464366.318335000.11.46436E-050.917317318 4.50.0001464366.318335000.22.92872E-050.917317318 4.50.0001464366.318335000.34.39308E-050.917317318 4.50.0001464366.318335000.45.85744E-050.917317318 4.50.0001464366.318335000.50.0000732180.917317318 4.50.0001464366.318335000.68.78617E-050.917317318 4.50.0001464366.318335000.70.0001025050.917317318 4.50.0001464366.318335000.80.0001171490.917317318 4.50.0001464366.318335000.90.0001317920.917317318 4.50.0001464366.3183350010.0001464360.917317318 4.50.0001464366.318335001.20.0001757230.917317318 4.50.0001464366.318335001.50.0002196540.917317318 4.50.0001464366.318335001.80.0002635850.917317318 4.50.0001464366.3183350020.0002928720.917317318 4.50.0001464366.318335002.20.0003221590.917317318 4.50.0001464366.318335002.50.000366090.917317318 4.50.0001464366.318335002.80.0004