China Mechanical Engineering ›› 2026, Vol. 37 ›› Issue (1): 233-242.DOI: 10.3969/j.issn.1004-132X.2026.01.024
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ZHAO Dingxuan1(
), GUO Rui1,2, WANG Shuo3, YAN Changchang1,2, WANG Zihe1, ZHANG Tianci1,2(
)
Received:2024-11-07
Online:2026-01-25
Published:2026-02-05
Contact:
ZHANG Tianci
赵丁选1(
), 郭瑞1,2, 王硕3, 闫长长1,2, 王子鹤1, 张天赐1,2(
)
通讯作者:
张天赐
作者简介:赵丁选,男,1965年生,教授,博士研究生导师。研究方向为机械系统动力学及其仿真与控制。发表论文300余篇。E-mail: zdx@ysu.edu.cn基金资助:CLC Number:
ZHAO Dingxuan, GUO Rui, WANG Shuo, YAN Changchang, WANG Zihe, ZHANG Tianci. Body Posture Planning Method for Unmanned Walking Excavators under Complex Terrain Environments[J]. China Mechanical Engineering, 2026, 37(1): 233-242.
赵丁选, 郭瑞, 王硕, 闫长长, 王子鹤, 张天赐. 复杂地形环境下无人步履式挖掘机的车身姿态规划方法[J]. 中国机械工程, 2026, 37(1): 233-242.
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URL: https://www.cmemo.org.cn/EN/10.3969/j.issn.1004-132X.2026.01.024
| la | lb | lc | lleg | R |
|---|---|---|---|---|
| 0.50 | 0.78 | 3.01 | 1.66 | 0.60 |
Tab.1 Values of structure parameters of the UWE
| la | lb | lc | lleg | R |
|---|---|---|---|---|
| 0.50 | 0.78 | 3.01 | 1.66 | 0.60 |
| θ/(°) | vu/(m·s | θs/(°) | φs/(°) | |||
|---|---|---|---|---|---|---|
| 上限 | 25 | 0.08 | 0.1 | 3 | 3 | 0.3 |
| 下限 |
Tab.2 The upper and lower limits of the constraints
| θ/(°) | vu/(m·s | θs/(°) | φs/(°) | |||
|---|---|---|---|---|---|---|
| 上限 | 25 | 0.08 | 0.1 | 3 | 3 | 0.3 |
| 下限 |
| 工况 | 姿态 | 均值减小率 | 峰值减小率 |
|---|---|---|---|
| 中心对称单边桥 | θs | 78.87 | 73.18 |
| φs | 88.40 | 84.06 | |
| zs | 68.03 | 66.57 | |
| 连续梯形 | θs | 83.63 | 73.14 |
| φs | 89.20 | 92.30 | |
| zs | 61.42 | 40.01 | |
| 连续波浪 | θs | 80.05 | 85.15 |
| φs | 86.21 | 94.81 | |
| zs | 70.41 | 49.72 | |
| 斜坡波浪 | θs | 74.40 | 87.42 |
| φs | 89.23 | 93.48 | |
| zs | 76.58 | 70.94 | |
| 随机地形 | θs | 84.84 | 86.61 |
| φs | 80.96 | 80.80 |
Tab.3 Optimized results of 5 scenarios
| 工况 | 姿态 | 均值减小率 | 峰值减小率 |
|---|---|---|---|
| 中心对称单边桥 | θs | 78.87 | 73.18 |
| φs | 88.40 | 84.06 | |
| zs | 68.03 | 66.57 | |
| 连续梯形 | θs | 83.63 | 73.14 |
| φs | 89.20 | 92.30 | |
| zs | 61.42 | 40.01 | |
| 连续波浪 | θs | 80.05 | 85.15 |
| φs | 86.21 | 94.81 | |
| zs | 70.41 | 49.72 | |
| 斜坡波浪 | θs | 74.40 | 87.42 |
| φs | 89.23 | 93.48 | |
| zs | 76.58 | 70.94 | |
| 随机地形 | θs | 84.84 | 86.61 |
| φs | 80.96 | 80.80 |
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