首页|新型刚柔耦合爬壁机器人虚拟样机建模与仿真分析

新型刚柔耦合爬壁机器人虚拟样机建模与仿真分析

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对于具有刚柔耦合性质的船用爬壁机器人在建立虚拟样机时,履带为多柔性体连接件,刚性体与柔性体机构之间难以建立配合关系及动力学约束,从而导致其不能完成仿真运动.针对此问题,文中依据DAE建模原理和SI2积分求解法提出刚柔分离建模方案.设计了刚柔耦合爬壁机器人,其由刚体性质的车体框架和柔体性质的履带移动机构组成.通过此建模方案有效地完成了机器人的多体动力学虚拟样机建模和仿真,联合仿真结果表明:机器人的越障能力提高了 3 mm.基于此虚拟样机模型完成了实际样机的制作与试验,验证了此刚柔耦合爬壁机器人设计的合理性及刚柔分离建模方案的可行性,为履带式机器人领域的多体动力学虚拟样机建模提供了新方案.
Modeling and simulation analysis of new rigid-flexible coupling wall-climbing robot's virtual prototype
As for the marine wall-climbing robot with rigid-flexible coupling properties,when setting up a virtual prototype,the crawler is a multi-flexible body connector,and it is difficult to establish a matching relationship and dynamic constraints be-tween the rigid body and the flexible body,which makes it impossible to simulate the motion.In this article,in order to solve this problem,according to the DAE modeling principle and the SI2 integral solution method,a rigid-flexible separation modeling scheme is proposed.A rigid-flexible coupling wall-climbing robot is designed,which is composed of a rigid body frame and a flex-ible crawler moving mechanism.Through this modeling program,the robot's virtual prototype featuring the multi-body dynamics is subject to modeling and simulation in an effective manner.The results show that the robot's obstacle-climbing ability improves by 3 mm.Based on this virtual prototype model,the actual prototype is produced and tested,which has verified that the design of the rigid-flexible coupling wall-climbing robot is reasonable and the rigid-flexible separation modeling scheme is feasible.This study provides new reference for the multi-body dynamic modeling of virtual prototype in the field of crawler robots.

wall-climbing robotrigid-flexible separation modelingmultiple flexible bodiesco-simulationmulti-body dy-namics

韩力春、王黎明、薛毓铨、侯佳欣

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海军工程大学电气工程学院控制工程教研室,湖北 武汉 430033

爬壁机器人 刚柔分离建模 多柔性体 联合仿真 多体动力学

国家自然科学基金资助项目国家优秀青年科学基金资助项目

4177148742122025

2024

机械设计
中国机械工程学会,天津市机械工程学会,天津市机电工业科技信息研究所

机械设计

CSTPCD北大核心
影响因子:0.638
ISSN:1001-2354
年,卷(期):2024.41(3)
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