研究文章
实验分析的再生骨料混凝土梁抗裂度计算和校正公式
|
| 聚合类型 |
梁数量 |
(kN·米) |
(kN·米) |
相对误差 |
/ |
|
| 数控 |
NC-1 |
10.781 |
11.348 |
0.053 |
0.950 |
| NC-2 |
10.493 |
10.93 |
0.042 |
0.960 |
| NC-3 |
11.541 |
11.722 |
0.016 |
0.985 |
| RAC |
RAC-50-1 |
8.732 |
10.211 |
0.169 |
0.855 |
| RAC-50-2 |
8.44 |
9.905 |
0.174 |
0.852 |
| RAC-50-3 |
8.154 |
9.470 |
0.161 |
0.861 |
| rac - 70 - 1 |
8.344 |
9.840 |
0.179 |
0.848 |
| rac - 70 - 2 |
7.577 |
9.001 |
0.188 |
0.842 |
| rac - 70 - 3 |
7.186 |
8.581 |
0.194 |
0.837 |
| rac - 100 - 1 |
7.578 |
9.348 |
0.234 |
0.811 |
| rac - 100 - 2 |
6.675 |
8.361 |
0.253 |
0.798 |
| rac - 100 - 3 |
6.846 |
8.594 |
0.255 |
0.797 |
|
|
