abaqus有限元分析报告开裂梁

1.30743e+07, 0.00851 1.27953e+07, 0.00871 1.25275e+07, 0.00892 1.22702e+07, 0.00913 1.2023e+07, 0.00934 1.17852e+07, 0.00954 1.15563e+07, 0.00975 1.13359e+07, 0.00995 1.11235e+07, 0.0102 1.09187e+07, 0.0104 1.07212e+07, 0.0106 1.05305e+07, 0.0108 1.03463e+07, 0.011 1.01683e+07, 0.0112 9.99628e+06, 0.0114 9.82985e+06, 0.0116 9.66877e+06, 0.0118 9.51282e+06, 0.012 9.36174e+06, 0.0122 9.21532e+06, 0.0124 9.07336e+06, 0.0126 8.93565e+06, 0.0128 8.80203e+06, 0.013 8.6723e+06, 0.0132 8.5463e+06, 0.0134 8.42389e+06, 0.0136 8.30491e+06, 0.0138 8.18923e+06, 0.014 8.0767e+06, 0.0142 7.96721e+06, 0.0144 7.86064e+06, 0.0146 7.75687e+06, 0.0148 7.6558e+06, 0.015 7.55732e+06, 0.0152 7.46134e+06, 0.0154 7.36777e+06, 0.0156 7.27651e+06, 0.0158 7.18748e+06, 0.016 7.10061e+06, 0.0162 7.01582e+06, 0.0164 6.93303e+06, 0.0166 6.85218e+06, 0.0168 *Concrete Tension Stiffening 2.72126e+06, 0. 2.7069e+06, 8.55431e-06 2.69288e+06, 1.71134e-05 2.67893e+06, 2.56725e-05 2.66504e+06, 3.42317e-05 2.65124e+06, 4.2791e-05 2.6375e+06, 5.13503e-05 2.62384e+06, 5.99096e-05 2.61024e+06, 6.8469e-05 2.59672e+06, 7.70285e-05 2.58327e+06, 8.5588e-05 2.45263e+06, 0.000171186 2.32886e+06, 0.000256787 2.21176e+06, 0.000342391 2.10108e+06, 0.000427998 1.99659e+06, 0.000513605 1.89805e+06, 0.000599213 1.80521e+06, 0.000684821 1.71782e+06, 0.000770428 1.63563e+06, 0.000856032 1.5584e+06, 0.000941635 1.48589e+06, 0.00102724 1.41785e+06, 0.00111283 1.35405e+06, 0.00119842 1.29426e+06, 0.00128401 1.23826e+06, 0.0013696

1.18584e+06, 0.00145518 1.13679e+06, 0.00154075 1.09091e+06, 0.00162632 1.04799e+06, 0.00171188 1.00787e+06, 0.00179743 970351., 0.00188298 935276., 0.00196853 902480., 0.00205406 871807., 0.00213959 843113., 0.00222512 816256., 0.00231063 791107., 0.00239614 767539., 0.00248164 669549., 0.00290904 596170., 0.00333626 538552., 0.0037633 490607., 0.00419016 448335., 0.00461685 409265., 0.00504336 371992., 0.00546971 335828., 0.00589588 300538., 0.00632189 266152., 0.00674773 232837., 0.00717339 200804., 0.00759888 170262., 0.0080242

② 模型三混凝土本构取值：

*Material, name=beam *Elastic 28020., 0.2

*Concrete Damaged Plasticity 35., 0.1, 1.16, 0.667, 0. *Concrete Compression Hardening 22.7665, 0. 27.0001, 4.87e-05 30.2955, 0.000131 32.6542, 0.000246 34.1623, 0.000392 35., 0.000564 35.2, 0.000756 34.9536, 0.000963 34.4232, 0.00118 33.6758, 0.00141 32.7869, 0.00164 31.8134, 0.00187 30.797, 0.00211 29.7674, 0.00234 28.7453, 0.00258 27.7447, 0.00282 26.7749, 0.00305 25.8415, 0.00328 24.9476, 0.00351 24.0945, 0.00374 23.2824, 0.00397 22.5106, 0.0042 21.7779, 0.00442 21.0827, 0.00465 20.4233, 0.00487 19.7978, 0.00509 19.2044, 0.00531 18.6412, 0.00553 18.1065, 0.00575 17.5984, 0.00596 17.1153, 0.00618 16.6558, 0.00639 16.2183, 0.00661 15.8014, 0.00682 15.404, 0.00703 15.0247, 0.00725

14.6626, 0.00746 14.3165, 0.00767 13.9854, 0.00788 13.6686, 0.00809 13.3652, 0.0083 13.0743, 0.00851 12.7953, 0.00871 12.5275, 0.00892 12.2702, 0.00913 12.023, 0.00934 11.7852, 0.00954 11.5563, 0.00975 11.3359, 0.00995 11.1235, 0.0102 10.9187, 0.0104 10.7212, 0.0106 10.5305, 0.0108 10.3463, 0.011 10.1683, 0.0112 9.99628, 0.0114 9.82985, 0.0116 9.66877, 0.0118 9.51282, 0.012 9.36174, 0.0122 9.21532, 0.0124 9.07336, 0.0126 8.93565, 0.0128 8.80203, 0.013 8.6723, 0.0132 8.5463, 0.0134 8.42389, 0.0136 8.30491, 0.0138 8.18923, 0.014 8.0767, 0.0142 7.96721, 0.0144 7.86064, 0.0146 7.75687, 0.0148 7.6558, 0.015 7.55732, 0.0152 7.46134, 0.0154 7.36777, 0.0156 7.27651, 0.0158 7.18748, 0.016 7.10061, 0.0162 7.01582, 0.0164 6.93303, 0.0166 6.85218, 0.0168

*Concrete Tension Stiffening, type=DISPLACEMENT 2.721, 0. 2.58017, 0.0012 2.44675, 0.0024 2.32051, 0.0036 2.20119, 0.0048 2.08855, 0.006 1.98232, 0.0072 1.88224, 0.0084 1.78805, 0.0096 1.69947, 0.0108 1.61624, 0.012 1.5381, 0.0132 1.46479, 0.0144 1.39607, 0.0156 1.33168, 0.0168 1.27138, 0.018 1.21494, 0.0192 1.16214, 0.0204 1.11276, 0.0216 1.06659, 0.0228 1.02343, 0.024

0.983093, 0.0252 0.945393, 0.0264 0.910156, 0.0276 0.877216, 0.0288 0.846415, 0.03 0.817603, 0.0312 0.79064, 0.0324 0.76539, 0.0336 0.741727, 0.0348 0.719533, 0.036 0.698696, 0.0372 0.679109, 0.0384 0.660676, 0.0396 0.643302, 0.0408 0.626903, 0.042 0.611397, 0.0432 0.59671, 0.0444 0.582771, 0.0456 0.569516, 0.0468 0.556885, 0.048 0.544821, 0.0492 0.533274, 0.0504 0.522196, 0.0516 0.511543, 0.0528 0.501275, 0.054 0.491355, 0.0552 0.481749, 0.0564 0.472427, 0.0576 0.463361, 0.0588 0.454525, 0.06

*Concrete Tension Damage, type=DISPLACEMENT 0., 0. 0.394521, 0.0012 0.578811, 0.0024 0.68489, 0.0036 0.753395, 0.0048 0.800987, 0.006 0.835758, 0.0072 0.862113, 0.0084 0.882656, 0.0096 0.899023, 0.0108 0.912296, 0.012 0.923215, 0.0132 0.932308, 0.0144 0.939958, 0.0156 0.946451, 0.0168 0.952004, 0.018 0.956786, 0.0192 0.960927, 0.0204 0.964533, 0.0216 0.967688, 0.0228 0.970462, 0.024 0.972909, 0.0252 0.975077, 0.0264 0.977003, 0.0276 0.978722, 0.0288 0.980259, 0.03 0.981639, 0.0312 0.98288, 0.0324 0.984001, 0.0336 0.985015, 0.0348 0.985934, 0.036 0.986771, 0.0372 0.987534, 0.0384 0.988232, 0.0396 0.988871, 0.0408 0.989458, 0.042 0.989999, 0.0432 0.990498, 0.0444