Journal cover Journal topic
Mechanical Sciences An open-access journal for theoretical and applied mechanics
Journal topic

Journal metrics

Journal metrics

  • IF value: 1.052 IF 1.052
  • IF 5-year value: 1.567 IF 5-year
    1.567
  • CiteScore value: 1.92 CiteScore
    1.92
  • SNIP value: 1.214 SNIP 1.214
  • IPP value: 1.47 IPP 1.47
  • SJR value: 0.367 SJR 0.367
  • Scimago H <br class='hide-on-tablet hide-on-mobile'>index value: 18 Scimago H
    index 18
  • h5-index value: 16 h5-index 16
Supported by
Logo Library of Delft University of Technology Logo NWO
Affiliated to
Logo iftomm
Volume 4, issue 2
Mech. Sci., 4, 311-318, 2013
https://doi.org/10.5194/ms-4-311-2013
© Author(s) 2013. This work is distributed under
the Creative Commons Attribution 3.0 License.

Special issue: Advances in compliant mechanisms: theories, tools and...

Mech. Sci., 4, 311-318, 2013
https://doi.org/10.5194/ms-4-311-2013
© Author(s) 2013. This work is distributed under
the Creative Commons Attribution 3.0 License.

Research article 16 Sep 2013

Research article | 16 Sep 2013

Simplified PRBMs of spatial compliant multi-beam modules for planar motion

G. Hao G. Hao
  • Department of Electrical and Electronic Engineering, School of Engineering, University College Cork, Cork, Ireland

Abstract. PRBMs (pseudo-rigid-body models) have been becoming important engineering technologies/methods in the field of compliant mechanisms to simplify the design and analysis through the use of the knowledge body of rigid-body mechanisms coupling with springs. This article addresses the PRBMs of spatial multi-beam modules for planar motion, which are composed of three or more symmetrical wire/slender beams parallel to each other where the planar twisting DOF (degree of freedom) is assumed to be very small for specific applications/loading conditions. Simplified PRBMs are firstly proposed through replacing each beam in spatial multi-beam module with a rigid-body link plus two identical spherical joints at its two ends. The characteristics factor, bending stiffness and twisting stiffness for the spherical joint are determined. Load-displacement equations are then derived for a class of spatial multi-beam modules and general spatial multi-beam modules using the virtual work principle and kinematic relationships. Finally, nonlinear FEA (finite element analysis) is employed with comparisons with the PRBMs. The present PRBMs have shown the ability to predict the primary nonlinear constraint characteristics such as load-stiffening effect, cross-axis coupling in the two primary translational directions and buckling load.

Publications Copernicus
Special issue
Download
Citation
Share