ABAQUS中根据02版混规推导混凝土塑性损伤模表格文件下载.xls

ABAQUS中根据02版混规推导混凝土塑性损伤模表格文件下载.xls

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受受拉拉曲曲线线EE00（拉拉伸伸弹弹性性模模量量）fftt*（输输入入ft）ft）ttttEE2.12E+102.01E+069.476309E-051.26E+002.57E+10PaPaxxyy0.000000E+0000.00E+003.790524E-050.44.79E-014.738155E-050.55.97E-015.685786E-050.67.11E-016.633417E-050.78.16E-017.581047E-050.89.08E-018.528678E-050.99.74E-019.476309E-051x=1处，峰值点1.00E+001.042394E-041.19.78E-011.137157E-041.29.36E-011.231920E-041.38.89E-011.326683E-041.48.41E-011.610973E-041.77.12E-011.895262E-0426.13E-012.274314E-042.45.18E-012.842893E-0434.23E-013.411471E-043.63.60E-013.980050E-044.23.16E-014.738155E-0452.73E-015.685786E-0462.36E-017.581047E-0481.88E-019.476309E-04101.59E-012.842893E-03307.21E-025.685786E-03604.44E-02受受压压曲曲线线EE00（压压缩缩弹弹性性模模量量）ffcc*（输输入入fc）fc）c,rc,rddaa2.57E+102.01E+071.471128E-037.50E-012.15E+00PaPaccxxyy0.000000E+0000.00E+001.471128E-040.12.02E-013.133503E-040.213调节X值使y=0.44.00E-014.413384E-040.35.32E-015.884512E-040.46.61E-017.355640E-040.57.69E-018.826768E-040.68.54E-011.029790E-030.79.19E-011.176902E-030.89.65E-011.324015E-030.99.91E-011.471128E-031x=1处，峰值点1.00E+001.618241E-031.19.93E-011.765354E-031.29.76E-011.912466E-031.39.51E-012.059579E-031.49.21E-012.500918E-031.78.22E-012.942256E-0327.27E-013.530707E-032.46.20E-014.413384E-0335.00E-015.296061E-033.64.15E-016.178738E-034.23.53E-017.355640E-0352.94E-018.826768E-0362.42E-011.176902E-0281.79E-011.471128E-02101.41E-014.413384E-02304.54E-028.826768E-02602.25E-02注：

@#@1.在橙橙色色表格中输入所需的弹性模量及抗压抗拉强度（单位均为Pa），黄黄色色部分为输入到ABA中的数据，单位为国际单位；@#@ft,r和fc,r参照规范为计算所需的设计值标准值；@#@1.非弹性应变及应力的计算参考了2002版混凝土规范；@#@2.受压曲线中，y取0.4参考了陆新征的书清华陆新征的建筑抗震弹塑性分析一书中建议取1/31/2fc（见书P126图3.3-14（a）；@#@3.ABAQUS中的损伤因子与新版混凝土中的损伤演化参数是不同的；@#@本表为按试验得到曲线图解计算得到，也可以按能量法来计算；@#@4.bc和bt为试验数据根据Birtel.V和MARK.P在ParameterizedfiniteelementmodellingofRCBeamShearFailure一文中建议bc取值0.7，bt值0.1。

@#@膨膨胀胀角角偏偏心心率率fb0/fc0fb0/fc0300.11.16取取消消表表格格保保护护的的密密码码：

@#@1231231.00E-039.00E-048.00E-047.00E-046.00E-045.00E-044.00E-043.00E-042.00E-041.00E-040.00E+000.00E+005.00E+051.00E+061.50E+062.00E+062.50E+06系列10.0160.0140.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+07系列11.00E-039.00E-048.00E-047.00E-046.00E-045.00E-044.00E-043.00E-042.00E-041.00E-040.00E+000.00E+005.00E+051.00E+061.50E+062.00E+062.50E+06系列1tt（Pa）（Pa）t,truet,true（Pa）（Pa）t,truet,truet,int,in0.00E+00名义应变化为实际应变0.00E+000.00E+009.63E+059.63E+053.79E-05-7.50E-061.20E+061.20E+064.74E-051.98E-061.43E+061.43E+065.69E-051.15E-051.64E+061.64E+066.63E-052.09E-051.82E+061.82E+067.58E-053.04E-051.96E+061.96E+068.53E-053.99E-052.01E+062.01E+069.48E-054.94E-051.97E+061.97E+061.04E-045.88E-051.88E+061.88E+061.14E-046.83E-051.79E+061.79E+061.23E-047.78E-051.69E+061.69E+061.33E-048.73E-051.43E+061.43E+061.61E-041.16E-041.23E+061.23E+061.90E-041.44E-041.04E+061.04E+062.27E-041.82E-048.50E+058.50E+052.84E-042.39E-047.24E+057.24E+053.41E-042.96E-046.34E+056.35E+053.98E-043.53E-045.49E+055.49E+054.74E-044.28E-044.74E+054.74E+055.68E-045.23E-043.79E+053.79E+057.58E-047.12E-043.20E+053.20E+059.47E-049.02E-041.45E+051.45E+052.84E-032.79E-038.93E+048.98E+045.67E-035.62E-03cc（Pa）（Pa）c,truec,true（Pa）（Pa）c,truec,truec,inc,in0.00E+00名义应变化为实际应变0.00E+0004.06E+064.06E+060.0001471028.05E+068.05E+060.0003133010.00E+001.07E+071.07E+070.0004412411.28E-041.33E+071.33E+070.0005882782.75E-041.54E+071.55E+070.0007352944.22E-041.72E+071.72E+070.0008822875.69E-041.85E+071.85E+070.001029267.16E-041.94E+071.94E+070.001176218.63E-041.99E+072.00E+070.0013231391.01E-032.01E+072.01E+070.0014700471.16E-032.00E+072.00E+070.0016169331.30E-031.96E+071.96E+070.0017637971.45E-031.91E+071.91E+070.001910641.60E-031.85E+071.86E+070.0020574611.74E-031.65E+071.66E+070.0024977962.18E-031.46E+071.47E+070.0029379362.62E-031.25E+071.25E+070.0035244893.21E-031.00E+071.01E+070.0044036744.09E-038.34E+068.39E+060.0052820864.97E-037.10E+067.15E+060.0061597275.85E-035.91E+065.95E+060.0073287197.02E-034.87E+064.91E+060.008788048.47E-033.59E+063.63E+060.0117003081.14E-022.84E+062.88E+060.0146041191.43E-029.12E+059.52E+050.0431876814.29E-024.51E+054.91E+050.0845871488.43E-02KK粘粘性性参参数数CompressionCompressionRecoveryRecoveryTensionTensionRecoveryRecovery0.66670.00051.00.01.在橙橙色色表格中输入所需的弹性模量及抗压抗拉强度（单位均为Pa），黄黄色色部分为输入到ABA中的数据，单位为国际单位；@#@ft,r和fc,r参照规范为计算所需的设计值标准值；@#@2.受压曲线中，y取0.4参考了陆新征的书清华陆新征的建筑抗震弹塑性分析一书中建议取1/31/2fc（见书P126图3.3-14（a）；@#@3.ABAQUS中的损伤因子与新版混凝土中的损伤演化参数是不同的；@#@本表为按试验得到曲线图解计算得到，也可以按能量法来计算；@#@4.bc和bt为试验数据根据Birtel.V和MARK.P在ParameterizedfiniteelementmodellingofRCBeamShearFailure一文中建议bc取值0.7，bt值0.1。

@#@1.00E-039.00E-048.00E-047.00E-046.00E-045.00E-044.00E-043.00E-042.00E-041.00E-040.00E+000.00E+005.00E+051.00E+061.50E+062.00E+062.50E+06系列1名义应变化为实际应变1.00E-039.00E-048.00E-047.00E-046.00E-045.00E-044.00E-043.00E-042.00E-041.00E-040.00E+000.00E+005.00E+051.00E+061.50E+062.00E+062.50E+06系列10.0160.0140.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+07系列1TensileTensileBehaviorBehaviorTensionTensionDamageDamageYieldYieldStressStressCrackingCrackingStrainStrainbbttplplt,truet,true/E/E00ddtt起始应变调零0.10-7.50E-074.54E-050.101.98E-075.66E-050.101.15E-066.73E-050.102.09E-067.74E-050.103.04E-068.60E-050.103.99E-069.23E-052.01E+060.00E+000.104.94E-069.48E-050.00E+001.97E+065.88E-050.105.88E-069.26E-053.64E-011.88E+066.83E-050.106.83E-068.87E-054.09E-011.79E+067.78E-050.107.78E-068.42E-054.54E-011.69E+068.73E-050.108.73E-067.97E-054.96E-011.43E+061.16E-040.101.16E-056.75E-056.07E-011.23E+061.44E-040.101.44E-055.81E-056.91E-011.04E+061.82E-040.101.82E-054.91E-057.69E-018.50E+052.39E-040.102.39E-054.01E-058.43E-017.24E+052.96E-040.102.96E-053.41E-058.86E-016.35E+053.53E-040.103.53E-052.99E-059.14E-015.49E+054.28E-040.104.28E-052.59E-059.37E-014.74E+055.23E-040.105.23E-052.24E-059.55E-013.79E+057.12E-040.107.12E-051.79E-059.73E-013.20E+059.02E-040.109.02E-051.51E-059.82E-010.102.79E-046.85E-060.105.62E-044.23E-06CompressiveCompressiveBehaviorBehaviorCompressionCompressionDamageDamageYieldYieldStressStressInelasticInelasticStrainStrainbbccplplc,truec,true/E/E00ddcc初始应变调零8.05E+060.00E+000.700.00E+003.13E-040.00E+001.07E+071.28E-040.708.96E-054.16E-048.44E-021.33E+072.75E-040.701.92E-045.18E-041.37E-011.55E+074.22E-040.702.95E-046.02E-041.74E-011.72E+075.69E-040.703.98E-046.69E-042.03E-011.85E+077.16E-040.705.01E-047.20E-042.30E-011.94E+078.63E-040.706.04E-047.56E-042.55E-012.00E+071.01E-030.707.07E-047.77E-042.81E-012.01E+071.16E-030.708.10E-047.84E-043.07E-012.00E+071.30E-030.709.13E-047.78E-043.34E-011.96E+071.45E-030.701.02E-037.65E-043.63E-011.91E+071.60E-030.701.12E-037.45E-043.91E-011.86E+071.74E-030.701.22E-037.22E-044.20E-011.66E+072.18E-030.701.53E-036.45E-045.04E-011.47E+072.62E-030.701.84E-035.71E-045.80E-011.25E+073.21E-030.702.25E-034.87E-046.64E-011.01E+074.09E-030.702.86E-033.93E-047.57E-018.39E+064.97E-030.703.48E-033.27E-048.20E-017.15E+065.85E-030.704.09E-032.78E-048.63E-015.95E+067.02E-030.704.91E-032.32E-049.01E-014.91E+068.47E-030.705.93E-031.91E-049.30E-013.63E+061.14E-020.707.97E-031.41E-049.60E-012.88E+061.43E-020.701.00E-021.12E-049.75E-010.703.00E-023.71E-050.705.90E-021.91E-051.00E-039.00E-048.00E-047.00E-046.00E-045.00E-044.00E-043.00E-042.00E-041.00E-040.00E+000.00E+005.00E+051.00E+061.50E+062.00E+062.50E+06系列1TensionTensionRecoveryRecovery0.01.00E-039.00E-048.00E-047.00E-046.00E-045.00E-044.00E-043.00E-042.00E-041.00E-040.00E+000.00E+005.00E+051.00E+061.50E+062.00E+062.50E+06系列10.0160.0140.0120.010.0080.0060.0040.00200.00E+005.00E+061.00E+071.50E+072.00E+072.50E+07系列1CrackingCrackingStrainStrain数数据据检检查查0.00E+000.00E+005.88E-051.51E-056.83E-051.75E-057.78E-052.00E-058.73E-052.24E-051.16E-042.97E-051.44E-043.70E-051.82E-044.67E-052.39E-046.13E-052.96E-047.59E-053.53E-049.05E-054.28E-041.10E-045.23E-041.34E-047.12E-041.83E-049.02E-042.32E-04InelasticInelasticStrainStrain数数据据检检查查0.00E+000.00E+001.28E-048.96E-052.75E-041.92E-044.22E-042.95E-04TensionTensionDamageDamageCompressionCompressionDamageDamage5.69E-043.98E-047.16E-045.01E-048.63E-046.04E-041.01E-037.07E-041.16E-038.10E-041.30E-039.13E-041.45E-031.02E-031.60E-031.12E-031.74E-031.22E-032.18E-031.53E-032.62E-031.84E-033.21E-032.25E-034.09E-032.86E-034.97E-033.48E-035.85E-034.09E-037.02E-034.91E-038.47E-035.93E-031.14E-027.97E-031.43E-021.00E-02