KINEMATIC AND FORCE ANALYSIS OF THE PELVIS-FOOT SECTION OF AN EXOSKELETON FOR THE REHABILITATION OF INDIVIDUALS WITH MUSCULOSKELETAL DISORDERS

Authors

  • M. A. Tys Lviv Polytechnic National University, Lviv, Ukraine
  • V. M. Korendiі Lviv Polytechnic National University, Lviv, Ukraine
  • B. M. Markovych Lviv Polytechnic National University, Lviv, Ukraine
  • O. I. Vyshnevskyi Lviv Polytechnic National University, Lviv, Ukraine

DOI:

https://doi.org/10.31713/vt3202515

Keywords:

passive exoskeleton, rehabilitation, kinematics, force analysis, method of closed vector loops, MathCad, MapleSim, SolidWorks Simulation, finite-element analysis, spring-damper unit, pelvis-foot segment

Abstract

This study presents a kinematic and force analysis of the pelvis–foot section of a passive lower-limb exoskeleton aimed at assisting the rehabilitation of individuals with musculoskeletal disorders. The architecture features a two-segment foot linked by a cylindrical hinge with a rubber outsole, shank and thigh links, a pelvic plate, and energy-storing spring-damper modules positioned at the ankle, knee, and hip. In the unloaded configuration, the segments are set to a quasi-physiological arrangement (e.g., a 120–140° foot-shank angle); during the sit-to-stand cycle the elastic modules accumulate and release energy to reduce user effort. The kinematic model employs a closed-vector-loop formulation for a planar three-link chain with three generalized coordinates; numerical trajectories are generated in MathCad software using a two-stage timing profile (total cycle duration of 2 s). A MapleSim multibody model is developed to validate the analytical motion laws, confirming characteristicpaths: a circular knee locus about the ankle, an elliptic hip trajectory, and a controlled trunk lean-and-recovery. The load analysis considers vertical static loading and the transition to bending during sitting; the thigh link, as a critical member, is evaluated by finite-element analysis in SolidWorks Simulation software. The maximum equivalent stress is approximately 154 MPa with a tip deflection not exceeding 0.3 mm under design load up to 1.5 kN, satisfying the strength criterion for steel St. 3 (with allowable stress of about160 MPa). Overall, the proposed design and the parameterization of the spring-damper units are sufficient to assist sit-to-stand motions and provide a sound basis for subsequent optimization to user anthropometrics and rehabilitation protocols.

Author Biographies

M. A. Tys, Lviv Polytechnic National University, Lviv, Ukraine

Post-graduate Student

V. M. Korendiі, Lviv Polytechnic National University, Lviv, Ukraine

Candidate of Engineering (Ph.D.), Associate Professor

B. M. Markovych, Lviv Polytechnic National University, Lviv, Ukraine

Doctor of Physical and Mathematical Sciences, Professor

O. I. Vyshnevskyi, Lviv Polytechnic National University, Lviv, Ukraine

Post-graduate Student

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Published

2025-09-26

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