张向性操纵器中的多模式变形:可预编程的曲折模块,用于灵巧的抓取,以大象树干为灵感
Yanghui Chen1, Jiafu Liu1, Jiahui Luo1
1School of Aeronautics and Astronautics, Sun Yat-Sen University, Shenzhen, P.R. China.
Soft robotics
|December 30, 2025
概括
这项研究介绍了一种新的模块化基于密度的连续操纵器 (TCM),其灵感来自大象. 这种设计简化了在非结构化环境中灵巧操作任务的控制.
科学领域:
- 机器人与机械工程 机器人与机械工程
- 软机器人和连续操纵的软机器人.
背景情况:
- 基于十分位的连续操纵器 (TCM) 为非结构化环境提供了适应性符合能力.
- 在TCM中,执行冗余使灵巧的操纵控制复杂化.
- 现有的设计需要大量的努力来解决刚性和灵活元件之间的合效应.
研究的目的:
- 为简化控制提出一个模块化的TCM,增强细分执行,以简化控制.
- 为了实现多模式变形的分离曲和扭曲运动.
- 为了减少连续操纵器系统中的控制复杂性.
主要方法:
- 开发可预编程曲扭曲模块 (PBTMs) 具有增强的细分执行.
- 一个预编程模板的设计,用于in situ扭转能力.
- 使用自然坐标和集群电缆 (CTC) 元素来导出一个动态模型.
主要成果:
- 增强的驱动策略有效地将相邻的段断开,并将曲率/方向控制分开.
- 数字分析揭示了CTC休息时间对电缆松和现场扭转运动的影响.
- 一个原型操纵器展示了多功能多式变形,用于对象包裹和避开障碍物.
结论:
- 拟议的模块化TCM与PBTM提供了一个可行的范式,以减少控制复杂性.
- 该设计允许简化连续操纵器的机械集成和控制实施.
- 操纵者适应不同形状和姿势的物体的能力经过实验验证.
相关概念视频
Deformations in a Symmetric Member in Bending
442
When analyzing the deformation of a symmetric prismatic member subjected to bending by equal and opposite couples, it becomes clear that as the member bends, the originally straight lines on its wider faces curve into circular arcs, with a constant radius centered at a point known as Point C. This phenomenon helps to understand the stress and strain distribution within the member more clearly.
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
442
Bending and Torsional Moments
5.4K
Bending and torsional moments are two fundamental concepts in structural engineering. They play an important role in understanding the behavior of materials and structures under different loading conditions.
The reaction developed in a structural element when subjected to an external force causes the element to bend. When a structural element bends upwards, it creates compressive normal forces on the top and tensile normal forces on the bottom, resulting in a couple that determines the bending...
The reaction developed in a structural element when subjected to an external force causes the element to bend. When a structural element bends upwards, it creates compressive normal forces on the top and tensile normal forces on the bottom, resulting in a couple that determines the bending...
5.4K
Deformation of Member under Multiple Loadings
422
When a rod is made of different materials or has various cross-sections, it must be divided into parts that meet the necessary conditions for determining the deformation. These parts are each characterized by their internal force, cross-sectional area, length, and modulus of elasticity. These parameters are then used to compute the deformation of the entire rod.
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
422
Unsymmetric Bending
750
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
750
Plastic Deformation in Circular Shafts
423
When materials are subjected to forces that surpass their yield strength, they undergo a process known as plastic deformation. This results in a permanent alteration or strain in their structure. This concept can be specifically applied to circular shafts, where the deformation leads to a change in its shape. The precise evaluation of this plastic deformation requires understanding the stress distribution within the circular shaft, which is achieved by calculating the maximum shearing stress in...
423
Deformation in a Circular Shaft
813
One of the distinctive characteristics of circular shafts is their ability to maintain their cross-sectional integrity under torsion. In other words, each cross-section continues to exist as a flat, unaltered entity, simply rotating like a solid, rigid slab. To understand the distribution of shearing stress within such a shaft, consider a cylindrical section inside this circular shaft. This section has a length of L and a radius of R, with one end fixed. The radius of the cylindrical section is...
813


