研究文章
压实粘土梁的断裂力学分析与抵消级距基于三点弯曲试验:试验描述和数值模拟
|
| 样品标签 |
抵消比C |
最大负载F马克斯(N) |
平均最大负载Fmave(N) |
在最大负载位移D(毫米) |
在最大负载的平均位移D大街(毫米) |
|
| C0-G1 |
|
17.46 |
|
0.77 |
|
| C0-G2 |
0 |
18.70 |
18.15 |
0.83 |
0.85 |
| C0-G3 |
|
18.30 |
|
0.96 |
|
| C0.25-G1 |
|
22.35 |
|
1.18 |
|
| C0.25-G2 |
0.25 |
20.27 |
22.44 |
0.81 |
1.10 |
| C0.25-G3 |
|
24.71 |
|
1.31 |
|
| C0.375-G1 |
|
33.67 |
|
1.49 |
|
| C0.375-G2 |
0.375 |
32.58 |
32.33 |
1.09 |
1.24 |
| C0.375-G3 |
|
30.75 |
|
1.14 |
|
| C0.5-G1 |
|
39.40 |
|
1.99 |
|
| C0.5-G2 |
0.5 |
33.45 |
36.13 |
2.06 |
1.95 |
| C0.5-G3 |
|
35.53 |
|
1.80 |
|
| C0.625-G1 |
|
59.12 |
|
2.01 |
|
| C0.625-G2 |
0.625 |
60.78 |
63.40 |
2.34 |
2.18 |
| C0.625-G3 |
|
70.31 |
|
2.19 |
|
| C0.717-G1 |
|
59.68 |
|
2.30 |
|
| C0.717-G2 |
0.717 |
63.26 |
64.16 |
2.38 |
2.30 |
| C0.717-G3 |
|
69.55 |
|
2.22 |
|
|
|
