混凝土本构模型

混凝土本构模型
混凝土本构模型

σ(受压)σ(受压)塑性应变dc Ec1-dc elc总应变1407014.07003000010.0004690.000469 2010020.10.0008018980.01300000.990.0006767680.00147867 14636.614.63660.002455910.27181300000.7281910.0006699980.00312591 10073.310.07330.004079920.49884300000.5011590.000670.00474992 7500.857.500850.005637560.62682300000.3731770.0006699990.00630756 5931.13 5.931130.007161790.75807300000.2419320.000817190.00797898 4889.86 4.889860.008668390.83098300000.1690160.0009643780.00963277 4153.49 4.153490.01016480.87545300000.1245530.0011115720.01127637 3607 3.6070.0116550.90448300000.0955170.0012587640.01291376 3186.09 3.186090.01314090.92446300000.0755380.0014059550.01454685

σ(受拉)σ(受拉)塑性应变dc Ec1-dc elt总应变2030.1 2.0301003000010.000067670.00006767 2010 2.012.82563E-050.01300000.99 6.76768E-059.5933E-05 1232.19 1.232190.000149440.38697300000.613027 6.70003E-050.00021644 849.0730.8490730.0002574660.57758300000.422424 6.70001E-050.00032447 660.5240.6605240.0003590080.67138300000.328619 6.7E-050.00042601 548.3710.5483710.0004580020.78758300000.212428.60514E-050.00054405 473.4040.4734040.0005557570.86234300000.1376640.0001146280.00067038 419.3570.4193570.0006528150.90848300000.0915240.0001527310.00080555 378.2980.3782980.000749440.93392300000.0660780.0001908340.00094027 345.8920.3458920.0008457770.94964300000.0503620.0002289370.00107471 118.2710.1182710.003806310.99861300000.0013930.0028301270.00663644

eloc

非弹性应

0.0004690 2.19961E-0714070000 0.000670.000809 2.18645E-060.53762320100000

0.0004878870.0026389.7713E-060.97029214636600 0.0003357770.004414 2.25617E-05 1.22533710073300 0.0002500280.006058 3.97853E-05 1.3099527500850 0.0001977040.007781 6.36641E-05 1.2264945931130 0.0001629950.009479.27902E-050.9663694889860 0.000138450.0111380.0001271570.5328664153490 0.0001202330.0127940.000166765-0.0724******** 0.0001062030.0144410.000211611-0.848613186090

elot 非弹性应变

0.0000676702030100

0.0000672.89E-052010000 0.0000410730.0001751232190 2.83024E-050.000296849073 2.20175E-050.000404660524 1.8279E-050.000526548371 1.57801E-050.000655473404 1.39786E-050.000792419357 1.26099E-050.000928378298 1.15297E-050.001071345892 3.94237E-060.006636118271

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