ABAQUS混凝土損傷模型數(shù)據(jù)

1、ABAQUS混凝土損傷塑性模型,x=,y=,z=y-x/(1-x)*3e6/2.02e10,z:cracking strain,x=,y=,z=y-x/(1-x)*3.9e7/2.02e10,彈性模量（Pa),泊松比,密度(Kg/m3),0,0,0,0,0,0,2.648E+10,0.167,2400,0.00046,0.1,0.000443498,0.060751,0.00019,0.000065122,破壞準則參數(shù),0.00085,0.4,0.00075099,0.249562,0.000817,0.000174938,膨脹角（度）,偏心率,雙軸極限抗壓強度/單軸極限抗壓強度,不變應力比,

2、粘聚系數(shù),0.00095,0.5,0.000801485,0.483663,0.002014,0.000205482,15,0.1,1.16,0.6667,0,0.0012,0.8,0.000605941,0.773439,0.006422,0.000169043,塑性應力應變關系,0.0018,0.9,0.000463366,0.84606,0.01,0.000611161,Compress Stress,Inelastic strain,Damage, Inelastic strain,0.918817,0.02,0.001851294,24019000,0,0,0,0.94492,0.0

3、3,0.003121832,29208000,0.0004,0.1299,0.0004,31709000,0.0008,0.2429,0.0008,32358000,0.0012,0.3412,0.0012,31768000,0.0016,0.4267,0.0016,30379000,0.002,0.5012,0.002,28507000,0.0024,0.566,0.0024,21907000,0.0036,0.714,0.0036,14897000,0.005,0.8243,0.005,2953000,0.01,0.9691,0.01,Tension recovery factor = 0

4、.0,Tension Stress,Cracking strain,Damage,Cracking strain,1.78E+06,0,0,0,1.46E+06,0.0001,0.3,0.0001,1.11E+06,0.0003,0.55,0.0003,9.60E+05,0.0004,0.7,0.0004,8.00E+05,0.0005,0.8,0.0005,5.36E+05,0.0008,0.9,0.0008,3.59E+05,0.001,0.93,0.001,1.61E+05,0.002,0.95,0.002,7.30E+04,0.003,0.97,0.003,4.00E+04,0.005

5、,0.99,0.005,Compression recovery factor = 1.0,全應力-應變關系,Compress Stress,Strain,Tension Stress,Strain,0,0,0,0,0.0001,2648000,0.00001,264800,0.0002,5296000,0.00002,529600,0.0003,7944000,0.00003,794400,0.0004,10592000,0.00004,1059200,0.0005,13240000,0.00005,1324000,0.0006,15888000,0.00006,1588800,0.0007

6、,18536000,0.000067,1780000,0.0008,21184000,0.000155023,1457000,0.000907062,24019000,0.000342032,1113000,0.001503021,29208000,0.000436254,960000,0.00199747,31709000,0.000530211,800000,0.002421979,32358000,0.000820242,536000,0.002799698,31768000,0.001013557,359000,0.003147243,30379000,0.00200608,16100

7、0,0.003476548,28507000,0.003002757,73000,0.004427304,21907000,0.005001511,40000,0.005562576,14897000,0.010111518,2953000,compressive,tensile,14107000,0,479000,0,25447000,0.000126,959000,4.00E-05,33869000,0.000309,1439000,6.00E-05,39841000,0.000559,1916000,8.00E-05,43933000,0.000862,2387000,0.0001,46

8、643000,0.001204,2842000,0.000121,48357000,0.001573,3265000,0.000142,49360000,0.001962,Compressive Damage,tensile damage,0,0,0,0,0.0571082,0.003225,0.067462,0.000264,0.1226754,0.003225,0.154749,0.000312,0.2224032,0.003717,0.243915,0.000359,0.3911833,0.006025,0.362537,0.000424,0.5428247,0.007946,0.457

9、444,0.000485,0.6482136,0.009986,0.552557,0.000561,0.7330999,0.012609,0.673635,0.000706,0.8050881,0.016455,0.79134,0.000982,0.8787378,0.024877,0.891453,0.001657,0.9433961,0.049946,0.950873,0.003328,abaqus example,dam tensile-displacement,2900000,0,1943930,6.62E-05,tensile damage,displacement,1303050,

10、0.00012286,0,0,873463,0.000173427,0.381217,0.000066185,585500,0.00022019,0.617107,0.00012286,392472,0.000264718,0.763072,0.000173427,263082,0.000308088,0.853393,0.00022019,176349,0.00035105,0.909282,0.000264718,118210,0.000394138,0.943865,0.000308088,79238.8,0.000437744,0.965265,0.00035105,53115.4,0

11、.000482165,0.978506,0.000394138,0.9867,0.000437744,0.99177,0.000482165,知網(wǎng)數(shù)據(jù),拉伸行為,2.05E+06,0,733300,2.00E-05,406500,3.50E-05,204250,4.60E-05,30300,8.60E-04,混凝土壓縮損傷,0,0,0.060751,0.00019,0.249562,0.000817,0.483663,0.002014,0.773439,0.006422,0.84606,0.01,0.918817,0.02,0.94492,0.03,拉伸損傷,0,0,0.623855,0.00

12、019,0.868814,0.000817,0.936374,0.002014,0.985622,0.006422,0.983194,0.01,壓縮,儲層巖石,Damage and plastic ,3.90E+07,0,3.90E+07,deformation of reservoir rocks:,5.50E+07,0.0002,5.50E+07,彈性模量（Pa),泊松比,密度(Kg/m3),6.90E+07,0.001,6.90E+07,2.020E+10,0.27,2100,2.90E+07,0.003,2.90E+07,破壞準則參數(shù),8.00E+06,0.004,8.00E+06,膨脹角（度）,偏心率,雙軸極限抗壓強度/單軸極限抗壓強度,不變應力比,粘聚系數(shù)9.00E+05,0.005,9.00E+05,15,0.1,1.16,0.6667,0拉伸,3.00E+06,0,8.00E+06,0.