Mathematical statistics algorithm in the bending performance test of corroded reinforced concrete beams under fatigue load
Publié en ligne: 30 déc. 2021
Pages: 695 - 702
Reçu: 17 juin 2021
Accepté: 24 sept. 2021
© 2021 Zhengjian Li et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
Fig. 1
RC beam with diagonal cracks. RC, reinforced concreteFig. 2
The stress balance condition and stress Mohr circle of the tiny bodyFig. 3
Schematic diagram of beam principal stress and force balanceFig. 4
The distribution of experimental test values in the confidence interval of the probability modelFig. 5
The distribution of the calculated value of the deterministic model in the confidence interval of the probability modelFig. 6
Calibration of the calculation accuracy of the deterministic modelBasic parameters of corroded RC beams and test values of shear capacity test
Numbering |
b/mm |
h/mm |
λ |
ρ1/(%) |
fvy/Mpa |
Vn1 |
Vn2 |
Vn3 |
Vn4 |
|
1 |
100 |
175 |
1.5 |
1.94 |
0.44 |
49.71 |
52.87 |
23.68 |
27.07 |
2 |
100 |
175 |
2.5 |
1.94 |
0.44 |
50.71 |
48.93 |
21.47 |
38 |
3 |
100 |
175 |
1.5 |
1.94 |
0.44 |
59.92 |
50.16 |
22.78 |
26.69 |
4 |
100 |
175 |
2.5 |
1.94 |
0.44 |
52.44 |
48.96 |
20.21 |
37.92 |
5 |
100 |
175 |
2.5 |
1.94 |
0.44 |
54.05 |
51.79 |
20.75 |
38.84 |
6 |
100 |
175 |
1.5 |
1.94 |
0.44 |
61.91 |
58.13 |
22.99 |
28.22 |
7 |
100 |
175 |
2.5 |
1.94 |
0.44 |
53.28 |
54.07 |
21.05 |
39.91 |
8 |
100 |
175 |
2.5 |
1.94 |
0.44 |
53.25 |
49.48 |
20.22 |
38.7 |
9 |
100 |
175 |
2.5 |
1.94 |
0.44 |
52.79 |
48.96 |
20.21 |
38.21 |
10 |
100 |
175 |
2.5 |
1.94 |
0.44 |
53.65 |
50.5 |
20.5 |
38.7 |
11 |
100 |
175 |
1.5 |
1.94 |
0.44 |
62.65 |
65.86 |
22.74 |
29.84 |
12 |
100 |
175 |
1.5 |
1.94 |
0.44 |
63.53 |
67.28 |
22.99 |
30.02 |
13 |
100 |
175 |
1.5 |
1.94 |
0.44 |
65.29 |
74.67 |
22.99 |
31.97 |
14 |
100 |
175 |
2.5 |
1.94 |
0.44 |
53.73 |
48.96 |
20.21 |
38.98 |
15 |
100 |
175 |
1.5 |
1.94 |
0.44 |
66.06 |
76.02 |
23.19 |
32.12 |
16 |
100 |
175 |
1.5 |
1.94 |
0.44 |
66.76 |
77.86 |
23.36 |
33.26 |
17 |
120 |
200 |
2 |
1.92 |
0.32 |
73.84 |
52.86 |
30.01 |
39.34 |
18 |
100 |
175 |
2.5 |
1.94 |
0.44 |
58.13 |
56.18 |
21.66 |
41.39 |
19 |
100 |
175 |
1.5 |
1.94 |
0.44 |
68.06 |
77.52 |
23.36 |
33.53 |
20 |
120 |
200 |
2 |
1.92 |
0.32 |
77.74 |
73.12 |
30.32 |
42.34 |
Probability model parameter K − S test D value
Parameter |
β1 |
β2 |
β3 |
β4 |
|
Lognormal distribution |
0.032 |
0.047 |
0.049 |
0.05 |
Weibull distribution |
0.067 |
0.053 |
0.058 |
0.059 |
index distribution |
0.055 |
0.506 |
0.541 |
0.56 |
Gamma distribution |
0.031 |
0.039 |
0.045 |
0.048 |
Normal distribution |
0.03 |
0.037 |
0.036 |
0.042 |
Parameter |
β5 |
β6 |
β7 |
β8 |
Lognormal distribution |
× |
0.038 |
0.064 |
× |
Weibull distribution |
× |
0.068 |
0.048 |
× |
Index distribution |
× |
0.586 |
0.473 |
× |
Gamma distribution |
× |
0.037 |
0.053 |
× |
Normal distribution |
0.031 |
0.035 |
0.034 |
0.025 |