吉林大学学报(工学版) ›› 2022, Vol. 52 ›› Issue (3): 703-715.doi: 10.13229/j.cnki.jdxbgxb20200802

• 农业工程·仿生工程 • 上一篇    

拖拉机耐久性加速结构试验设计方法

温昌凯1,2(),谢斌1,2(),宋正河1,2,韩建刚3,杨倩雯3   

  1. 1.中国农业大学 工学院,北京 100083
    2.中国农业大学 现代农业装备优化设计北京市重点实验室,北京 100083
    3.洛阳西苑车辆与动力检验所有限公司,洛阳 471000
  • 收稿日期:2020-10-19 出版日期:2022-03-01 发布日期:2022-03-08
  • 通讯作者: 谢斌 E-mail:18813003909@163.com;xiebincau@126.com
  • 作者简介:温昌凯(1994-),男,博士研究生. 研究方向:农业装备智能化及农业机械可靠性.E-mail:18813003909@163.com
  • 基金资助:
    国家重点研发计划项目(2017YFD0700300)

Design method of tractor durability accelerated structure test

Chang-kai WEN1,2(),Bin XIE1,2(),Zheng-he SONG1,2,Jian-gang HAN3,Qian-wen YANG3   

  1. 1.College of Engineering,China Agricultural University,Beijing 100083,China
    2.Beijing Key Laboratory of Optimized Design for Modern Agricultural Equipment,China Agricultural University,Beijing 100083,China
    3.Luoyang Xiyuan Vehicle and Power Inspection Institute Co. ,Ltd. ,Luoyang 471000,China
  • Received:2020-10-19 Online:2022-03-01 Published:2022-03-08
  • Contact: Bin XIE E-mail:18813003909@163.com;xiebincau@126.com

摘要:

针对农业机械试验场耐久试验设计不合理和分析不系统的问题,提出了一种适用于拖拉机疲劳耐久评估的加速结构试验设计方法。以构建加速结构试验设计最优化矩阵为核心,融合基于峰值超阈值(POT)模型的时域外推方法、求解最优矩阵的增广拉格朗日乘子法以及用于灵敏度分析的蒙特卡洛方法,并以标准试验场为例进行方法验证。结果表明:4种模拟工况求解的最优重复次数/圈数分别为0、1885、2392和241,组合试验总时长仅为134 h,加速系数达到3.2,损伤相对误差的平均值仅为23.14%,各项指标均优于传统的疲劳耐久性试验;与蒙特卡洛方法计算结果进行对比,模拟工况最优重复次数的误差均小于5%,验证了拖拉机耐久性加速结构试验设计方法的准确性、合理性和有效性。

关键词: 农业工程, 拖拉机耐久性, 加速结构试验, 增广拉格朗日乘子法, 蒙特卡洛方法

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

中图分类号: 

  • S219

图1

拖拉机测点分布示意图"

图2

动态应力测试系统"

表1

主要材料参数"

参数数值参数数值
屈服强度σs/MPa310疲劳强度指数b-0.087
抗拉强度σb/MPa450疲劳延性指数c-0.696
杨氏模量E/GPa169疲劳延性系数εf'0.202
泊松比ε0.275

表2

试验场模拟工况具体参数"

工况车速/(km·h-1路径长度/m持续时间/s
12120220
23120144
3512086
4712062

图3

拖拉机部分测点实际工况应力数据曲线"

表3

部分测点工况的载荷外推拟合情况"

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421.1-0.57461.89510.9682
极小411.1-0.48700.79960.9568
犁耕23极大220.3-0.57845.95810.9763
极小197.1-0.54892.87650.9676
旋耕3极大296.9-0.41900.65600.9675
极小294.2-0.38560.61620.9712
旋耕14极大170.3-0.37351.69110.9549
极小153.9-1.08491.47060.9990
运输6极大20.8-1.12050.14840.9982
极小15.9-0.43790.19040.9650
运输21极大178.7-1.06481.35520.9996
极小135.1-1.58425.14950.9707

图4

部分测点工况超出量拟合的累积分布函数图"

图5

测点3旋耕工况时域外推"

图6

测点3旋耕工况外推前、后雨流矩阵对比图"

表4

测点3各工况的载荷统计参数对比"

工况极大值/MPa极小值/MPa均值/MPa方差
犁耕外推前334.8340326.3802331.30452.4804
外推后334.9401326.3712331.30452.4805
旋耕外推前298.4646292.6066296.22340.6725
外推后298.4952292.4966296.22340.6725
运输外推前270.1543264.6678267.37430.5008
外推后270.2805264.4550267.37430.5008

表5

实际作业工况目标载荷谱累积损伤情况"

测点犁耕工况旋耕工况运输工况总损伤
12.29E-012.70E-013.14E-025.30E-01
22.23E-022.02E-025.44E-034.79E-02
31.48E-026.08E-032.46E-032.33E-02
41.19E-019.82E-027.98E-022.97E-01
51.29E-028.22E-035.44E-032.66E-02
64.78E-024.38E-021.23E-012.14E-01
71.09E-015.76E-022.59E-021.92E-01
87.20E-026.38E-029.64E-031.45E-01
94.07E-044.48E-041.88E-041.04E-03
102.98E-032.30E-036.30E-045.91E-03
111.37E-029.72E-032.17E-032.56E-02
123.44E-032.72E-038.38E-047.00E-03
135.73E-027.62E-021.51E-021.49E-01
146.24E-025.16E-021.05E-021.24E-01
154.16E-045.86E-048.98E-051.09E-03
161.27E-019.18E-021.55E-013.74E-01
178.14E-027.48E-021.58E-021.72E-01
187.24E-024.54E-028.62E-031.26E-01
198.58E-027.86E-021.67E-021.81E-01
207.48E-025.04E-028.42E-031.34E-01
212.02E-011.48E-012.12E-015.62E-01
222.87E-042.44E-049.36E-056.25E-04
235.68E-022.74E-024.10E-038.83E-02
241.27E-016.59E-021.80E-022.11E-01

图7

拖拉机部分测点模拟工况应力数据曲线"

图8

10次模拟工况所有测点的损伤变化箱形图"

表6

试验场10次模拟工况损伤值的差异性"

测点模拟工况1模拟工况2模拟工况3模拟工况4
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/%
19.8711.4911.3414.4911.2416.5511.9217.37
26.108.865.718.447.6110.579.1112.42
36.649.196.669.026.8110.838.7212.81
48.3112.699.1613.119.7714.5611.5917.47
55.588.986.158.607.0510.998.1512.83
611.2614.109.6513.1510.9615.9612.8816.42
77.359.807.9512.139.2413.5810.3115.31
85.546.506.127.477.1610.989.4012.88
95.176.425.076.035.327.576.677.71
104.986.264.715.875.677.617.419.18
115.146.104.616.126.167.956.789.59
124.876.315.135.695.406.497.369.32
137.0711.638.0110.508.6212.5010.7416.31
147.5810.767.9110.579.1113.179.2314.37
155.546.195.126.086.048.137.278.73
169.0511.688.7013.019.9315.3511.5016.55
177.108.547.2810.177.259.5210.3715.64
188.2710.218.4610.708.5310.169.7614.47
198.3110.837.439.758.2611.3610.0915.03
208.2611.748.1910.618.5011.7711.0415.94
219.0711.889.4113.949.7313.1311.4617.81
224.625.814.504.685.847.947.8310.78
237.5710.567.5110.558.7312.279.5414.35
248.0112.869.2712.929.9415.8311.9515.35

表7

试验场模拟工况损伤情况"

测点模拟工况1模拟工况2模拟工况3模拟工况4
14.28E-056.01E-051.88E-041.76E-04
24.16E-065.86E-068.43E-067.91E-06
31.41E-061.95E-064.10E-068.06E-06
42.09E-053.03E-057.00E-052.07E-04
51.65E-062.38E-065.55E-061.02E-05
62.54E-053.58E-057.53E-052.04E-04
71.80E-052.56E-056.03E-055.78E-05
88.15E-061.13E-053.36E-053.05E-05
94.28E-086.07E-088.02E-081.08E-07
101.14E-081.57E-088.38E-084.38E-08
111.62E-082.19E-085.47E-086.07E-08
129.33E-081.30E-074.49E-074.57E-07
138.14E-061.15E-055.34E-055.26E-05
147.21E-061.00E-052.72E-054.79E-05
153.02E-074.25E-079.73E-079.88E-07
162.31E-053.19E-051.27E-041.60E-04
177.01E-069.76E-062.09E-054.57E-05
188.47E-061.19E-054.13E-056.61E-05
197.18E-061.01E-052.12E-055.19E-05
206.59E-069.45E-063.98E-056.69E-05
212.36E-053.33E-051.08E-041.40E-04
222.89E-084.11E-081.04E-071.10E-07
236.67E-069.30E-062.16E-053.90E-05
241.69E-052.34E-057.71E-051.63E-04

表8

拖拉机加速结构试验设计最优化矩阵求解结果"

参数

模拟

工况1

模拟

工况2

模拟

工况3

模拟

工况4

单位时间/s2201408662
重复次数018852392241
试验时间/min043983428249
试验总时间/h134
加速系数3.2

表9

模拟工况与实际工况损伤对比"

测点

实际工况

目标损伤

模拟工况

配比损伤

绝对误差相对误差/%
15.30E-016.06E-017.56E-0214.3
24.79E-023.31E-021.48E-0230.8
32.33E-021.54E-027.87E-0333.7
42.97E-012.75E-012.24E-027.5
52.66E-022.02E-026.37E-0323.9
62.14E-012.97E-018.30E-0238.7
71.92E-012.05E-011.45E-027.5
81.45E-011.09E-013.60E-0224.8
131.49E-011.62E-011.31E-028.8
141.24E-019.55E-022.85E-0222.9
163.74E-014.03E-012.86E-027.6
171.72E-017.94E-029.26E-0253.8
181.26E-011.37E-011.12E-028.9
191.81E-018.23E-029.87E-0254.5
201.34E-011.29E-014.80E-0335.7
215.62E-013.54E-012.07E-0236.8
238.83E-027.86E-029.66E-0310.9
242.11E-012.68E-015.70E-0227.0

表10

拖拉机加速结构试验设计最优化矩阵的一阶灵敏度分析结果"

测点求解次数XPG2求解次数XPG3
模拟工况2损伤情况DPG2模拟工况3损伤情况DPG3模拟工况2损伤情况DPG2模拟工况3损伤情况DPG3
10.23860.3612-0.0273-0.1879
20.17470.1757-0.2334-0.2341
30.17470.1746-0.2330-0.2329
40.16650.1775-0.2236-0.1901
50.17470.1748-0.2330-0.2332
60.26360.1822-0.2099-0.2362
70.18860.1774-0.2406-0.2356
80.17330.1768-0.2313-0.2341
130.17410.1905-0.2359-0.2534
140.17350.1719-0.2324-0.2267
160.23420.1761-0.2776-0.2382
170.16910.1770-0.2167-0.2336
180.17510.1746-0.2345-0.2328
190.19020.1767-0.2444-0.2325
200.17610.1762-0.2336-0.2320
210.30840.31720.0123-0.2211
230.17380.1753-0.2320-0.2329
240.17160.1842-0.2203-0.2109

图9

重复次数/圈数的蒙特卡洛求解结果的频次直方图"

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