Steel and Composite Structures
Volume 52, Number 6, 2024, pages 657-662
DOI: 10.12989/scs.2024.52.6.657
On the buckling of smart beams in racket frames for enhancing the player's control using numerical solution and sinusoidal shear deformation theory
Liyan Li, Maryam Shokravi and S.S. Wang
Abstract
In the present analysis, the buckling behavior of smart beams integrated into racket frames for enhancing player
control was examined by numerical solutions and sinusoidal shear deformation theory. The smart beam under consideration is
subjected to an external voltage in the thickness direction. The integration of this smart material into the structure of the racket
should optimize performance, improving the racket's stability and responsiveness during play. In this, an accurate representation
of complex shear effects is made by using a sinusoidal shear deformation theory, while the solution of the resulting governing
equations is made by numerical methods. The critical buckling loads and the characteristics of deformation obtained through the
analysis provide insight into some design parameters controlling and influencing stability. Obtained results are validated with
other published works. The length and thickness of the beam, elastic medium, boundary condition, and influence of external
voltages have been represented for buckling load in the structure. These results will help in designing smart racket frames using
smart beams to provide more precision and control for the players in an intelligent way.
Key Words
numerical method; player's control; racket frames buckling; smart beam
Address
Liyan Li:College of P.E, Luoyang Normal University, Henan Province, 471934, China
Maryam Shokravi:Energy Institute of Higher Education, Mehrab High School, Saveh, Iran
S.S. Wang:Faculty of Applied Sciences, Dubai Company of Buildings, UAE