吉林大学学报(工学版) ›› 2025, Vol. 55 ›› Issue (11): 3485-3497.doi: 10.13229/j.cnki.jdxbgxb.20240322

• 车辆工程·机械工程 • 上一篇    

基于改进深度代理模型的挖掘机铲斗结构优化设计

陈一馨(),陈再续,刘永生,杨帅,郭浩杰,贾晋三   

  1. 长安大学 道路施工技术与装备教育部重点实验室,西安 710064
  • 收稿日期:2024-03-28 出版日期:2025-11-01 发布日期:2026-02-03
  • 作者简介:陈一馨(1984-),女,副教授,博士.研究方向:工程机械结构设计. E-mail:chenyx@chd.edu.cn
  • 基金资助:
    国家科技支撑计划项目(2015BAF07B02);陕西省自然科学基础研究计划项目(2022JQ-576)

Structural optimization design of excavator bucket based on improved depth surrogate model

Yi-xin CHEN(),Zai-xu CHEN,Yong-sheng LIU,Shuai YANG,Hao-jie GUO,Jin-san JIA   

  1. Key Laboratory of Road Construction Technology & Equipment,Ministry of Education,Chang'an University,Xi'an 710064,China
  • Received:2024-03-28 Online:2025-11-01 Published:2026-02-03

摘要:

为优化挖掘机铲斗结构设计并降低挖掘能耗,搭建了基于SOLIDWORKS、ADAMS、EDEM及MATLAB的联合仿真与优化平台,建立了以铲斗所受最大挖掘载荷、强度为约束条件,以铲斗质量、单位挖掘能耗为优化目标的某中型反铲液压挖掘机全局优化方法。通过多体动力学与颗粒动力学联合仿真,得到不同工况下挖掘机作业时的载荷特性;皮尔逊相关系数表明,试验与仿真得到的斗杆、动臂关键铰点载荷具有极强相关性,验证了以联合仿真代替真实挖掘作业的可行性。采用多层感知器(MLP)作为代理模型,并利用Adam、Hyperband算法优化MLP的参数和超参数。工况Ⅱ下,MLP对铲斗质量、最大挖掘载荷、挖掘质量及挖掘能耗的决定系数R2分别为0.999、0.943、0.933、0.984;工况Ⅳ下,MLP的R2分别为0.999、0.944、0.918、0.925。将优化后的MLP结合NSGA-Ⅱ算法对铲斗结构进行迭代优化,结果表明:优化后的铲斗在满足最大挖掘载荷及强度要求的前提下,质量减小7.06%,单位挖掘能耗减小6.47%。

关键词: 机械设计及理论, 挖掘机铲斗, 代理模型, 优化设计, 适应性矩估计算法

Abstract:

In order to optimize the design of excavator bucket structure and reduce the excavation energy consumption, this paper builds a joint simulation and optimization platform based on SOLIDWORKS, ADAMS, EDEM and MATLAB, and establishes a global optimization method for a medium-sized backhoe hydraulic excavator, which takes the maximal excavation load and strength of the bucket as the constraints, and the quality of the bucket and the unit excavation energy consumption as the optimization objectives. Through combined simulation of multibody dynamics and particle dynamics, load characteristics of the excavator during operation under different working conditions were obtained. Pearson correlation coefficients show a very strong correlation between experimental and simulated loads on the key hinge points of the bucket rod and boom, confirming the feasibility of using combined simulation to replace actual excavation operations. Multilayer perceptron (MLP) is used as the surrogate model and the parameters and hyper-parameters of MLP are optimized using Adam, Hyperband algorithm. The coefficients of determination R2 of MLP for bucket mass, maximum excavation load, excavation mass and excavation energy consumption are 0.999, 0.943, 0.933, 0.984 for Case Ⅱ; the R2 of MLP are 0.999, 0.944, 0.918, 0.925 for Case Ⅳ. The optimized MLP is combined with the NSGA-Ⅱ algorithm to iteratively optimize the bucket structure. The results show that the optimized bucket achieves a mass reduction of 7.06 % and a unit excavation energy consumption reduction of 6.47 % under the premise of meeting the requirements of the maximum excavation load and strength.

Key words: machine design and theory, excavator bucket, surrogate model, optimized design, Adam algorithm

中图分类号: 

  • TU621

图1

挖掘机结构组成"

图2

铲斗模型及关键尺寸参数"

表1

铲斗及土壤颗粒材料参数"

材料参数密度/(kg·m-3泊松比剪切模量/Pa
铲斗7 8010.292.09×1011
Ⅱ类土1 8000.251×107

表2

土壤接触参数"

接触参数恢复系数静摩擦因数动摩擦因数
Ⅱ类土-Ⅱ类土0.350.80.1
Ⅱ类土-铲斗0.50.70.3

图3

土壤模型"

图4

挖掘机测试方案"

图5

挖掘机作业的4个阶段"

图6

实测油缸位移"

图7

实测油缸压力"

图8

斗齿包络线"

图9

联合仿真平台"

图10

双向联合计算原理与流程图"

图11

铲斗载荷时间历程"

图12

工况Ⅰ斗杆、动臂关键铰点载荷对比"

图13

工况Ⅱ斗杆、动臂关键铰点载荷对比"

表3

不同工况下关键铰点的相关系数"

铰点位置斗杆-铲斗

斗杆-铲斗

油缸

动臂-斗杆动臂-斗杆油缸
工况Ⅰ0.899 20.849 30.879 20.758 3
工况Ⅱ0.891 70.887 10.879 20.887 6

表4

铲斗结构关键参数取值范围"

尺寸变量R1/mmL/mmB/mmD1/mmA/(°)R2/mmD2/mm
原始尺寸4873761 04294.731 80015
上边界5374061 14211101 95018
下边界437346942701 65012

图14

优化前铲斗受载"

图15

优化前铲斗结构分析"

图16

MLP神经网络模型"

表5

超参数搜索空间"

超参数下界上界
学习率α1×10-61×10-3
网络层数k35
隐藏层神经元数量nk10100

图17

铲斗代理模型构建流程"

图18

工况Ⅱ代理模型预测效果"

图19

工况Ⅳ代理模型预测效果"

表6

工况Ⅱ下MLP评价指标"

评估方法铲斗质量最大挖掘载荷挖掘质量挖掘能耗
R20.9990.9420.9330.984
RMSE1.2411 732.90521.0341 890.9
MAE2.8034 975.7840.9004 007.9
MRAE0.00270.052 90.0400.018

表7

工况Ⅳ下MLP评价指标"

评估方法铲斗质量最大挖掘载荷挖掘质量挖掘能耗
R20.9990.9440.9180.925
RMSE1.722622.02818.6412 159.9
MAE3.0101 289.629.3844 030.4
MRAE0.0030.0230.0320.028 1

图20

铲斗优化结果"

表8

铲斗关键尺寸变化"

尺寸变量R1LBD1A/(°)R2D2
变化率/%-5.617.94-3.06-22.11-63.581.04-19.80
优化前487376104294.731 80015
优化后459.70405.871 010.137.011.731 818.6512.03

表9

MLP预测与仿真误差"

预测效果

铲斗

质量

最大挖

掘载荷

挖掘

质量

挖掘

能耗

单位

功耗

相对误差/%0.4780.3932.3450.6041.701
仿真值994.1885 375.18968.50177 09400182.85
MLP预测值989.4385 039.67991.21178 164.44179.74

表10

优化后铲斗结构性能对比"

优化效果

铲斗

质量

最大挖

掘载荷

挖掘

质量

挖掘

能耗

单位

能耗

变化率/%-7.06-7.80-2.63-8.87-6.47
优化前1 069.7092 594.11993.986194 327195.50
优化后994.1885 375.18968.500177 094182.85

图21

优化后铲斗受载"

图22

优化后铲斗结构分析"

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