ABAQUS混凝土损伤模型数据.xls

ABAQUS混凝土损伤塑性模型弹弹性性模模量量（Pa)Pa)泊泊松松比比密密度度(Kg/m(Kg/m3 3)2.648E+100.1672400破坏准则参数膨膨胀胀角角（度度）偏偏心心率率双双轴轴极极限限抗抗压压强强度度/单单轴轴极极限限抗抗压压强强度度150.11.16塑塑性性应应力力应应变变关关系系CompressCompressStressStressInelasticInelasticstrainstrainDamageDamage2401900000292080000.00040.1299317090000.00080.2429323580000.00120.3412317680000.00160.4267303790000.0020.5012285070000.00240.566219070000.00360.714148970000.0050.824329530000.010.9691Tension recovery factor =0.0TensionTension StressStressCrackingCrackingstrainstrainDamageDamage1.78E+06001.46E+060.00010.31.11E+060.00030.559.60E+050.00040.78.00E+050.00050.85.36E+050.00080.93.59E+050.0010.931.61E+050.0020.957.30E+040.0030.974.00E+040.0050.99Compression recovery factor =1.0全全应应力力-应应变变关关系系CompressCompressStressStressStrainStrainTensionTension StressStress0000.000126480000.000010.000252960000.000020.000379440000.000030.0004105920000.000040.0005132400000.000050.0006158880000.000060.0007185360000.0000670.0008211840000.0001550230.000907062240190000.0003420320.001503021292080000.0004362540.00199747317090000.0005302110.002421979323580000.0008202420.002799698317680000.0010135570.003147243303790000.002006080.003476548285070000.0030027570.004427304219070000.0050015110.005562576148970000.0101115182953000compressivetensile141070000479000254470000.000126959000338690000.0003091439000398410000.0005591916000439330000.0008622387000466430000.0012042842000483570000.0015733265000493600000.001962Compressive Damagetensile damage0000.05710820.0032250.0674620.12267540.0032250.1547490.22240320.0037170.2439150.39118330.0060250.3625370.54282470.0079460.4574440.64821360.0099860.5525570.73309990.0126090.6736350.80508810.0164550.791340.87873780.0248770.8914530.94339610.0499460.950873abaqus exampledam tensile-displacement2900000019439306.62E-05tensile damage13030500.0001228608734630.0001734270.3812175855000.000220190.6171073924720.0002647180.7630722630820.0003080880.8533931763490.000351050.9092821182100.0003941380.94386579238.80.0004377440.96526553115.40.0004821650.9785060.98670.99177知网数据拉伸行为2.05E+0607333002.00E-054065003.50E-052042504.60E-05303008.60E-04混凝土压缩损伤000.0607510.000190.2495620.0008170.4836630.0020140.7734390.0064220.846060.010.9188170.020.944920.03拉伸损伤000.6238550.000190.8688140.0008170.9363740.0020140.9856220.0064220.9831940.01压缩储层岩石3.90E+0703.90E+075.50E+070.00025.50E+076.90E+070.0016.90E+072.90E+070.0032.90E+078.00E+060.0048.00E+069.00E+050.0059.00E+05拉伸3.00E+0608.00E+060.00083.00E+060.00100.002损伤拉伸x=y=000.000460.10.000850.40.000950.50.00120.80.00180.9压缩000.10.0010.320.0020.590.0030.890.0040.920.005x=y=000.00046 0.10.00085 0.4不不变变应应力力比比粘粘聚聚系系数数0.00095 0.50.666700.00120.80.00180.9 InelasticInelastic strainstrain00.00040.00080.00120.00160.0020.00240.00360.0050.01CrackingCracking strainstrain00.00010.00030.00040.00050.00080.0010.0020.0030.005单单轴轴压压缩缩全全应应力力-应应变变曲曲线线0.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+073.00E+073.50E+07ABAQUS混凝土损伤塑性模型破坏准则参数塑塑性性应应力力应应变变关关系系Tension recovery factor =0.0Compression recovery factor =1.0全全应应力力-应应变变关关系系StrainStrain0264800529600794400105920013240001588800178000014570001113000960000800000536000359000161000730004000004.00E-056.00E-058.00E-050.00010.0001210.00014200.0002640.0003120.0003590.000424单单轴轴拉拉伸伸全全应应力力-应应变变曲曲线线0.0060.0050.0040.0030.0020.00100.00E+002.00E+054.00E+056.00E+058.00E+051.00E+061.20E+061.40E+061.60E+061.80E+062.00E+06单单轴轴压压缩缩全全应应力力-应应变变曲曲线线0.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+073.00E+073.50E+070.0004850.0005610.0007060.0009820.0016570.003328displacement00.0000661850.000122860.0001734270.000220190.0002647180.0003080880.000351050.0003941380.0004377440.000482165z=y-x/(1-x)*3e6/2.02e10#VALUE!z=y-x/(1-x)*3e6/2.02e10z:cracking strainx=000.0004434980.060750.000750990.249560.0008014850.483660.0006059410.773440.0004633660.846060.918820.94492单单轴轴压压缩缩全全应应力力-应应变变曲曲线线0.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+073.00E+073.50E+07单单轴轴压压缩缩全全应应力力-应应变变曲曲线线0.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+073.00E+073.50E+07单单轴轴拉拉伸伸全全应应力力-应应变变曲曲线线0.0060.0050.0040.0030.0020.00100.00E+002.00E+054.00E+056.00E+058.00E+051.00E+061.20E+061.40E+061.60E+061.80E+062.00E+06Damage and plastic deformation of reservoir rocks:弹弹性性模模量量（Pa)Pa)泊泊松松比比2.020E+100.27破坏准则参数膨膨胀胀角角（度度）偏偏心心率率150.1y=z=y-x/(1-x)*3.9e7/2.02e10000.000190.0000651220.0008170.0001749380.0020140.0002054820.0064220.0001690430.010.0006111610.020.0018512940.030.003121832单单轴轴压压缩缩全全应应力力-应应变变曲曲线线0.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+073.00E+073.50E+07单单轴轴压压缩缩全全应应力力-应应变变曲曲线线0.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+073.00E+073.50E+07单单轴轴拉拉伸伸全全应应力力-应应变变曲曲线线0.0060.0050.0040.0030.0020.00100.00E+002.00E+054.00E+056.00E+058.00E+051.00E+061.20E+061.40E+061.60E+061.80E+062.00E+06密密度度(Kg/m(Kg/m3 3)2100双双轴轴极极限限抗抗压压强强度度/单单轴轴极极限限抗抗压压强强度度不不变变应应力力比比粘粘聚聚系系数数1.160.666700.0060.0050.0040.0030.0020.00100.00E+001.00E+072.00E+073.00E+074.00E+075.00E+076.00E+077.00E+