C40混凝土应力应变全曲线(过)

1、x y epsi sigma0000000.050.0988540.0000822965613-0.000082-2965612.50.10.192430.0001645772900-0.000164-57729000.150.2807510.0002468422538-0.000246-8422537.50.20.363840.00032810915200-0.000328-109152000.250.4417190.0004113251563-0.00041-13251562.50.30.514410.00049215432300-0.000492-154323000.350.581936

2、0.00057417458088-0.000574-17458087.50.40.644320.00065619329600-0.000656-193296000.450.7015840.00073821047513-0.000738-21047512.50.50.753750.0008222612500-0.00082-226125000.550.8008410.00090224025238-0.000902-24025237.50.60.842880.00098425286400-0.000984-252864000.650.8798890.00106626396663-0.001066-

3、26396662.50.70.911890.00114827356700-0.001148-273567000.750.9389060.0012328167188-0.00123-28167187.50.80.960960.00131228828800-0.001312-288288000.850.9780740.00139429342213-0.001394-29342212.50.90.990270.00147629708100-0.001476-297081000.950.9975710.00155829927138-0.001558-29927137.5110.001643000000

4、0-0.00164-300000001.050.8853290.00172226559865-0.001722-26559865.091.10.8017490.00180424052478-0.001804-24052478.131.150.7381260.00188622143774-0.001886-22143774.071.20.6880730.00196820642202-0.001968-20642201.831.250.6476680.0020519430052-0.00205-19430051.811.30.6143670.00213218431002-0.002132-1843

5、1001.891.350.5864470.00221417593397-0.002214-17593397.051.40.5627010.00229616881029-0.002296-16881028.941.450.5422590.00237816267764-0.002378-16267763.651.50.5244760.0024615734266-0.00246-15734265.731.550.5088640.00254215265923-0.002542-15265922.521.60.495050.00262414851485-0.002624-14851485.151.650

6、.4827380.00270614482153-0.002706-14482153.311.70.4716980.00278814150943-0.002788-14150943.41.750.4617410.0028713852243-0.00287-13852242.741.80.4527160.00295213581489-0.002952-13581488.931.850.4444980.00303413334935-0.003034-13334935.131.90.4369830.00311613109476-0.003116-13109475.621.950.4300840.003

7、19812902514-0.003198-12902514.3420.4237290.0032812711864-0.00328-12711864.412.050.4178560.00336212535671-0.003362-12535670.612.10.4124120.00344412372349-0.003444-12372348.782.150.4073510.00352612220538-0.003526-12220538.082.20.4026350.00360812079063-0.003608-12079062.962.250.398230.0036911946903-0.0

865 2.30.3941060.00377211823167-0.003772-11823166.55y epsi sigma0000.060.00000475114599.9940.120.0000095229199.6180.1799980.00001425343795.64880.2399870.000019458375.5520.2999510.00002375572906.73830.3598540.0000285687321.5220.4196320.00003325801497.78250.4791810.000038915235.3280.53833

9、90.000042751028227.9620.5968750.00004751140031.250.6544640.000052251250025.9950.7106690.0000571357377.4080.7649160.000061751460989.9840.816470.00006651559458.082y=a x+(3-2ax2+(a-2x30.8644040.000071251651012.207 y=x/d(x-12+x0.9075710.0000761733460.9920.944570.000080751804128.8850.9737120.00008551859789.5380.9929820.000090251896594.89810.00009519100002.030.9927420.000099751896137.5640.9778290.00010451867653.8710.9585810.000109251830890.3180.9367440.0001141789181.3130.9134650.000118751744718.8010.8895320.00012351699007.0371.9141790.865490.000128251653086.2060.8417120.000