ABAQUS拉压塑性损伤本构(10版混凝土规范)

Ec=22900极限抗拉强度峰值点应变系数初始弹性模量名义应变E cx2.390.0001040511.78217522290000.0000000002.390.0001040511.78217522290010.0001040512.390.0001040511.7821752229001.20.0001248622.390.0001040511.7821752229001.50.0001560772.390.0001040511.78217522290020.0002081032.390.0001040511.7821752229002.50.0002601292.390.0001040511.78217522290030.0003121542.390.0001040511.7821752229003.50.0003641802.390.0001040511.78217522290040.0004162062.390.0001040511.7821752229004.50.0004682322.390.0001040511.78217522290050.0005202572.390.0001040511.7821752229005.50.0005722832.390.0001040511.78217522290060.0006243092.390.0001040511.7821752229006.50.0006763352.390.0001040511.78217522290070.0007283602.390.0001040511.7821752229007.50.000780386混00.511.522.53真实应力受拉真实应力应变曲线,t rfrt,tnom,/t r 000.00010.00020.00030.00040.00050.00060.000真实应变为需要自己填入的数据为 ABAQUS输入数据ft,r=2.39C.2.3-2名义应力损伤系数真实应力Dt1.00303063-0.2036367560-0.09710380401.00303063-0.003030632.39-0.0015141692.3902486831.003030630.2375473852.1801070010.1268146732.1803792131.003030630.5103653661.750036450.3002610241.7503095911.003030630.734800591.2638229980.4850248461.2640860031.003030630.8342271020.9875003180.592847820.9877571951.003030630.8858935260.815671420.6622035020.8159260361.003030630.9161452230.6993258090.7104231070.699580491.003030630.9354384380.6153436570.7459103260.6155997661.003030630.9485420130.5517584770.773156470.5520168281.003030630.9578784280.5018319130.7947645950.5020929951.003030630.9647852610.4614991070.8123440950.4617632151.003030630.9700512430.4281675590.8269429080.4284348681.003030630.9741667490.4001069720.8392727450.4003775781.003030630.9774501980.3761183070.8498340860.3763922571.003030630.9801159810.3553441170.8589892960.355621423混凝土单轴受拉应力-应变曲线00.10.20.30.40.50.60.70.80.91损伤因子非弹ttdnomtru e,,//t rct rfE0.00070.00080.00090-0.000100.00010.0002US输入数据真实应变非弹性应变受拉负应力受拉负应变00000.000104046-3.31614E-07-2.3902486...