研究文章
实验研究和数值模拟力学性能的底板组装与额外的钢桁架组合板
表2
在压缩stress-plastic应变性能的混凝土。
|
| 压力(MPa) |
塑性应变 |
损伤参量 |
|
| 11.781 |
0.000 |
0.000 |
| 23.562 |
0.001 |
0.139 |
| 22.337 |
0.002 |
0.387 |
| 19.277 |
0.003 |
0.543 |
| 16.431 |
0.004 |
0.647 |
| 14.122 |
0.005 |
0.719 |
| 12.293 |
0.006 |
0.771 |
| 10.839 |
0.007 |
0.810 |
| 9.666 |
0.008 |
0.839 |
| 8.706 |
0.009 |
0.862 |
| 7.909 |
0.011 |
0.880 |
| 7.239 |
0.012 |
0.895 |
| 6.668 |
0.013 |
0.907 |
| 6.177 |
0.014 |
0.917 |
| 5.750 |
0.015 |
0.926 |
| 5.377 |
0.016 |
0.933 |
| 5.047 |
0.017 |
0.939 |
| 4.754 |
0.018 |
0.944 |
| 4.492 |
0.019 |
0.949 |
| 4.256 |
0.020 |
0.953 |
| 4.043 |
0.021 |
0.957 |
| 3.850 |
0.022 |
0.960 |
| 3.673 |
0.023 |
0.963 |
| 3.512 |
0.024 |
0.965 |
| 3.364 |
0.025 |
0.967 |
|
|
