混凝土损伤因子计算.xls

混凝土损伤因子计算.xls

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弹性模量（mpa）抗压强度（mpa）抗拉强度（mpa）x增量3000014.31.43受拉应力应变导出x应变t=6.38E-01f=4.77E-050.00E+00d=3.62E-01fc=4.77E-041.00E+006.00E+001.10E+011.60E+012.10E+012.60E+013.10E+013.60E+014.10E+014.60E+01x增量受压应力应变导出x应变0.00E+001.00E+006.00E+001.10E+011.60E+012.10E+012.60E+013.10E+013.60E+014.10E+014.60E+01压压缩缩应应力力应应变变曲曲线线0.0250.020.0150.010.0050-0.0050246810121416拉拉伸伸应应力力应应变变曲曲线线0.00250.0020.00150.0010.00050-0.000500.20.40.60.811.21.41.65x增量2损伤因子导出拉伸行为填表拉伸损伤填表y应力x应变y损伤因子屈服应力（mPa）非弹性应变损伤因子0.00E+000.00E+000.00E+000.00E+00-4.77E-051.00E+001.00E+000.00E+001.43E+000.00E+000.003.79E-013.00E+005.56E-015.42E-012.68E-040.562.56E-015.00E+007.08E-013.66E-015.12E-040.712.01E-017.00E+007.79E-012.87E-017.53E-040.781.68E-019.00E+008.20E-012.40E-019.93E-040.821.46E-011.10E+018.47E-012.09E-011.23E-030.851.30E-011.30E+018.67E-011.86E-011.47E-030.871.18E-011.50E+018.82E-011.69E-011.71E-030.881.08E-011.70E+018.93E-011.55E-011.95E-030.891.00E-011.90E+019.03E-011.44E-012.19E-030.905x增量2损伤因子导出受压行为填表受压损伤填表y应力x应变y损伤因子屈服应力（mPa）非弹性应变损伤因子0.00E+000.00E+000.00E+000.00E+00-4.77E-041.00E+001.00E+000.00E+001.43E+010.00E+000.003.99E-013.00E+005.26E-015.70E+002.67E-030.532.33E-015.00E+006.96E-013.33E+005.13E-030.701.64E-017.00E+007.77E-012.35E+007.55E-030.781.27E-019.00E+008.24E-011.81E+009.95E-030.821.03E-011.10E+018.54E-011.47E+001.23E-020.858.68E-021.30E+018.76E-011.24E+001.47E-020.887.51E-021.50E+018.92E-011.07E+001.71E-020.896.61E-021.70E+019.05E-019.45E-011.95E-020.905.90E-021.90E+019.14E-018.44E-012.19E-020.91受拉应力应变导出受压应力应变导出压压缩缩应应力力应应变变曲曲线线0.0250.020.0150.010.0050-0.0050246810121416拉拉伸伸应应力力应应变变曲曲线线0.00250.0020.00150.0010.00050-0.000500.20.40.60.811.21.41.6非弹性应变0.00E+009.53E-051.91E-042.86E-043.81E-044.77E-045.72E-046.67E-047.63E-048.58E-04非弹性应变0.00E+009.53E-041.91E-032.86E-033.81E-034.77E-035.72E-036.67E-037.63E-038.58E-03拉伸损伤填表受压损伤填表