拖拉机耐久性加速结构试验设计方法

doi:10.13229/j.cnki.jdxbgxb20200802

Abstract

Abstract:

To solve the problems of unreasonable design and unsystematic analysis of durability test in agricultural machinery testing ground， a design method for tractor fatigue accelerated structure test was proposed. Taking the construction of optimization matrix for accelerated structural test design as the core， the time-domain extrapolation method based on Peak Over Threshold （POT） model， the augmented Lagrangian multiplier method for solving the optimal matrix and the Monte Carlo method for sensitivity analysis were combined. Then， the method was verified by taking standard tractor test site as an example. The results show that the optimal number of repetitions/turns for the four simulated working conditions are 0， 1885， 2392 and 241 respectively. The total duration of the combined test is only 134 h， the acceleration coefficient is 3.2， and the average relative error of damage is only 23.14%， all indexes are better than the traditional fatigue durability test. Compared with the results of Monte Carlo method， the errors of the optimal repetition times of the simulated working conditions are less than 5%， which verifies the accuracy， rationality and effectiveness of the design method of tractor durability accelerated structure test.

Key words: agricultural engineering, tractor durability, accelerated structural test, augmented Lagrangian multiplier method, Monte Carlo method

CLC Number:

S219

Chang-kai WEN,Bin XIE,Zheng-he SONG,Jian-gang HAN,Qian-wen YANG. Design method of tractor durability accelerated structure test[J].Journal of Jilin University(Engineering and Technology Edition), 2022, 52(3): 703-715.

Figures/Tables 19

Fig.1

Fig.2

Table 1

Main material parameters"

参数	数值	参数	数值
屈服强度σ_s/MPa	310	疲劳强度指数b	-0.087
抗拉强度σ_b/MPa	450	疲劳延性指数c	-0.696
杨氏模量E/GPa	169	疲劳延性系数ε $f'$	0.202
泊松比ε	0.275

Table 1

Table 2

Fig.3

Table 3

Fig.4

Fig.5

Fig.6

Table 4

Table 5

Fig.7

Fig.8

Table 6

Table 7

Table 8

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Table 10

Fig.9

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工况	车速/（km·h^-1）	路径长度/m	持续时间/s
1	2	120	220
2	3	120	144
3	5	120	86
4	7	120	62

工况	测点	极值类型	阈值/MPa	形状参数ξ	尺度参数σ	拟合优度
犁耕	4	极大	421.1	-0.5746	1.8951	0.9682
犁耕	4	极小	411.1	-0.4870	0.7996	0.9568
犁耕	23	极大	220.3	-0.5784	5.9581	0.9763
犁耕	23	极小	197.1	-0.5489	2.8765	0.9676
旋耕	3	极大	296.9	-0.4190	0.6560	0.9675
旋耕	3	极小	294.2	-0.3856	0.6162	0.9712
旋耕	14	极大	170.3	-0.3735	1.6911	0.9549
旋耕	14	极小	153.9	-1.0849	1.4706	0.9990
运输	6	极大	20.8	-1.1205	0.1484	0.9982
运输	6	极小	15.9	-0.4379	0.1904	0.9650
运输	21	极大	178.7	-1.0648	1.3552	0.9996
运输	21	极小	135.1	-1.5842	5.1495	0.9707

工况		极大值/MPa	极小值/MPa	均值/MPa	方差
犁耕	外推前	334.8340	326.3802	331.3045	2.4804
犁耕	外推后	334.9401	326.3712	331.3045	2.4805
旋耕	外推前	298.4646	292.6066	296.2234	0.6725
旋耕	外推后	298.4952	292.4966	296.2234	0.6725
运输	外推前	270.1543	264.6678	267.3743	0.5008
运输	外推后	270.2805	264.4550	267.3743	0.5008

测点	犁耕工况	旋耕工况	运输工况	总损伤
1	2.29E-01	2.70E-01	3.14E-02	5.30E-01
2	2.23E-02	2.02E-02	5.44E-03	4.79E-02
3	1.48E-02	6.08E-03	2.46E-03	2.33E-02
4	1.19E-01	9.82E-02	7.98E-02	2.97E-01
5	1.29E-02	8.22E-03	5.44E-03	2.66E-02
6	4.78E-02	4.38E-02	1.23E-01	2.14E-01
7	1.09E-01	5.76E-02	2.59E-02	1.92E-01
8	7.20E-02	6.38E-02	9.64E-03	1.45E-01
9	4.07E-04	4.48E-04	1.88E-04	1.04E-03
10	2.98E-03	2.30E-03	6.30E-04	5.91E-03
11	1.37E-02	9.72E-03	2.17E-03	2.56E-02
12	3.44E-03	2.72E-03	8.38E-04	7.00E-03
13	5.73E-02	7.62E-02	1.51E-02	1.49E-01
14	6.24E-02	5.16E-02	1.05E-02	1.24E-01
15	4.16E-04	5.86E-04	8.98E-05	1.09E-03
16	1.27E-01	9.18E-02	1.55E-01	3.74E-01
17	8.14E-02	7.48E-02	1.58E-02	1.72E-01
18	7.24E-02	4.54E-02	8.62E-03	1.26E-01
19	8.58E-02	7.86E-02	1.67E-02	1.81E-01
20	7.48E-02	5.04E-02	8.42E-03	1.34E-01
21	2.02E-01	1.48E-01	2.12E-01	5.62E-01
22	2.87E-04	2.44E-04	9.36E-05	6.25E-04
23	5.68E-02	2.74E-02	4.10E-03	8.83E-02
24	1.27E-01	6.59E-02	1.80E-02	2.11E-01

测点	模拟工况1		模拟工况2		模拟工况3		模拟工况4
测点	标准差/%	第95百分位数/%	标准差/%	第95百分位数/%	标准差/%	第95百分位数/%	标准差/%	第95百分位数/%
1	9.87	11.49	11.34	14.49	11.24	16.55	11.92	17.37
2	6.10	8.86	5.71	8.44	7.61	10.57	9.11	12.42
3	6.64	9.19	6.66	9.02	6.81	10.83	8.72	12.81
4	8.31	12.69	9.16	13.11	9.77	14.56	11.59	17.47
5	5.58	8.98	6.15	8.60	7.05	10.99	8.15	12.83
6	11.26	14.10	9.65	13.15	10.96	15.96	12.88	16.42
7	7.35	9.80	7.95	12.13	9.24	13.58	10.31	15.31
8	5.54	6.50	6.12	7.47	7.16	10.98	9.40	12.88
9	5.17	6.42	5.07	6.03	5.32	7.57	6.67	7.71
10	4.98	6.26	4.71	5.87	5.67	7.61	7.41	9.18
11	5.14	6.10	4.61	6.12	6.16	7.95	6.78	9.59
12	4.87	6.31	5.13	5.69	5.40	6.49	7.36	9.32
13	7.07	11.63	8.01	10.50	8.62	12.50	10.74	16.31
14	7.58	10.76	7.91	10.57	9.11	13.17	9.23	14.37
15	5.54	6.19	5.12	6.08	6.04	8.13	7.27	8.73
16	9.05	11.68	8.70	13.01	9.93	15.35	11.50	16.55
17	7.10	8.54	7.28	10.17	7.25	9.52	10.37	15.64
18	8.27	10.21	8.46	10.70	8.53	10.16	9.76	14.47
19	8.31	10.83	7.43	9.75	8.26	11.36	10.09	15.03
20	8.26	11.74	8.19	10.61	8.50	11.77	11.04	15.94
21	9.07	11.88	9.41	13.94	9.73	13.13	11.46	17.81
22	4.62	5.81	4.50	4.68	5.84	7.94	7.83	10.78
23	7.57	10.56	7.51	10.55	8.73	12.27	9.54	14.35
24	8.01	12.86	9.27	12.92	9.94	15.83	11.95	15.35

Design method of tractor durability accelerated structure test

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