A Method to Identify the Nonlinear Stiffness Characteristics of an Elastic Continuum Mechanism

被引:12
|
作者
Deutschmann B. [1 ]
Liu T. [2 ]
Dietrich A. [1 ]
Ott C. [1 ]
Lee D. [2 ]
机构
[1] Institute of Robo-tics and Mechatronics, German Aerospace Center, Wessling
[2] Human-Centered Assistive Robotics Group, Technical University of Munich, Munich
关键词
compliant joint/mechanism; Model learning for control; soft material robotics;
D O I
10.1109/LRA.2018.2800098
中图分类号
学科分类号
摘要
The humanoid robot David is equipped with a novel robotic neck based on an elastic continuum mechanism (ECM). To realize a model-based motion control, the six dimensional stiffness characteristics needs to be known. This letter presents an approach to experimentally identify the stiffness characteristic using a robot manipulator to deflect the ECM and measure the Cartesian wrenches and Cartesian poses with external sensors. A three-step process is proposed to establish Cartesian wrench and pose pairs experimentally. The process consists of a simulation step, to select a good model, a second step that extracts effective poses from workspace which are sampled experimentally and the third step, the pose sampling procedure in which the robot drives the ECM to these effective poses. A full cubic polynomial regression model is adopted based on simulation data to fit the stiffness characteristics. To extract the poses to be sampled in the experiments, two different approaches are evaluated and compared to ensure a well-posed identification. The identification process on the hardware is performed by using Cartesian impedance and inverse kinematics control in combination to comply with the physical constraints imposed by the ECM. © 2016 IEEE.
引用
收藏
页码:1450 / 1457
页数:7
相关论文
共 50 条
  • [1] Dynamic stiffness of pile in a layered elastic continuum
    1600, Thomas Telford Services Ltd (64):
  • [2] Dynamic stiffness of pile in a layered elastic continuum
    1600, Thomas Telford Services Ltd (64):
  • [3] Dynamic stiffness of pile in a layered elastic continuum
    Shadlou, M.
    Bhattacharya, S.
    GEOTECHNIQUE, 2014, 64 (04): : 303 - 319
  • [4] Study on the influence of contact behavior on nonlinear stiffness characteristics of elastic rings
    Zhou, Hailun
    Yu, Jinhao
    Wang, Cun
    Ke, An
    INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2025, 170
  • [5] Dynamics of an Isotropic Nonlinear Elastic Continuum
    Masse, Robert K.
    PHYSICS ESSAYS, 2007, 20 (03) : 383 - 402
  • [6] Decomposition of Elastic Stiffness Degradation in Continuum Damage Mechanics
    Voyiadjis, George Z.
    Kattan, Peter I.
    JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME, 2017, 139 (02):
  • [7] A method for analyzing parallel mechanism stiffness including elastic deformations in the structure
    Yoon, WK
    Suehiro, T
    Tsumaki, Y
    Uchiyama, M
    2002 IEEE/RSJ INTERNATIONAL CONFERENCE ON INTELLIGENT ROBOTS AND SYSTEMS, VOLS 1-3, PROCEEDINGS, 2002, : 2875 - 2880
  • [8] Nonlinear characteristics and determinate method of elastic stiffness for soils due to low-amplitude small-strain vibrations
    Jia Peng-fei
    Kong Ling-wei
    Wang Yong
    Yang Ai-wu
    ROCK AND SOIL MECHANICS, 2013, 34 (11) : 3145 - 3150
  • [9] Nonlinear characteristics and determinate method of elastic stiffness for soils due to low-amplitude small-strain vibrations
    Jia, Peng-Fei
    Kong, Ling-Wei
    Wang, Yong
    Yang, Ai-Wu
    Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (11): : 3145 - 3150
  • [10] Mechanical Characteristics of Variable-stiffness Permanent Magnetic Mechanism for Elastic Robots
    Zhang M.
    Fang L.
    Sun F.
    Sun X.
    Nongye Jixie Xuebao/Transactions of the Chinese Society for Agricultural Machinery, 2018, 49 (01): : 414 - 420