ABAQUS混凝土损伤本构数据复习过程.xls

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1、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不不变变应应力力比比粘粘聚聚系系数数150.11.160.66670塑塑性性应应力力应应变变关关系系CompressCompressStressStressInelasticInelasticstrainstrainDamageDamage InelasticInelasticstrainstrain24019000000292080000.0

2、0040.12990.0004317090000.00080.24290.0008323580000.00120.34120.0012317680000.00160.42670.0016303790000.0020.50120.002285070000.00240.5660.0024219070000.00360.7140.0036148970000.0050.82430.00529530000.010.96910.01Tension recovery factor =0.0TensionTension StressStressCrackingCrackingstrainstrainDamag

3、eDamageCrackingCrackingstrainstrain1.78E+060001.46E+060.00010.30.00011.11E+060.00030.550.00039.60E+050.00040.70.00048.00E+050.00050.80.00055.36E+050.00080.90.00083.59E+050.0010.930.0011.61E+050.0020.950.0027.30E+040.0030.970.0034.00E+040.0050.990.005Compression recovery factor =1.0全全应应力力-应应变变关关系系单单轴

4、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+06CompressCompressStressStressStrainStrainTens

5、ionTension StressStressStrainStrain00000.000126480000.000012648000.000252960000.000025296000.000379440000.000037944000.0004105920000.0000410592000.0005132400000.0000513240000.0006158880000.0000615888000.0007185360000.00006717800000.0008211840000.00015502314570000.000907062240190000.00034203211130000

6、.001503021292080000.0004362549600000.00199747317090000.0005302118000000.002421979323580000.0008202425360000.002799698317680000.0010135573590000.003147243303790000.002006081610000.003476548285070000.003002757730000.004427304219070000.005001511400000.005562576148970000.0101115182953000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

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