Steel and Composite Structures
Volume 50, Number 2, 2024, pages 201-216
DOI: 10.12989/scs.2024.50.2.201
Nonlinear vibration analysis of fluid-conveying cantilever graphene platelet reinforced pipe
Bashar Mahmood Ali, Mehmet AKKAŞ, Aybaba HANÇERLİOĞULLARI and Nasrin Bohlooli
Abstract
This paper is motivated by the lack of studies relating to vibration and nonlinear resonance of fluid-conveying
cantilever porous GPLR pipes with fractional viscoelastic model resting on nonlinear foundations. A dynamical model of
cantilever porous Graphene Platelet Reinforced (GPLR) pipes conveying fluid and resting on nonlinear foundation is proposed,
and the vibration, natural frequencies and primary resonant of such system are explored. The pipe body is considered to be
composed of GPLR viscoelastic polymeric pipe with porosity in which Halpin-Tsai scheme in conjunction with fractional
viscoelastic model is used to govern the construction relation of the nanocomposite pipe. Three different porosity distributions
through the pipe thickness are introduced. The harmonic concentrated force is also applied on pipe and excitation frequency is
close to the first natural frequency. The governing equation for transverse motion of the pipe is derived by the Hamilton principle
and then discretized by the Galerkin procedure. In order to obtain the frequency-response equation, the differential equation is
solved with the assumption of small displacement, damping coefficient, and excitation amplitude by the multiple scale method.
A parametric sensitivity analysis is carried out to reveal the influence of different parameters, such as nanocomposite pipe
properties, fluid velocity and nonlinear viscoelastic foundation coefficients, on the primary resonance and linear natural
frequency. Results indicate that the GPLs weight fraction porosity coefficient, fractional derivative order and the retardation time
have substantial influences on the dynamic response of the system.
Key Words
cantilever pipe; fluid-conveying; fractional viscoelastic model; GPLs reinforced; nonlinear foundation; primary resonance
Address
Bashar Mahmood Ali:Materials Sciences and Engineering PhD Program, Graduate School of Natural and Applied Sciences,
Kastamonu University, Kastamonu 37150, Turkey
Mehmet AKKAS:Department of Mechanical Engineering, Faculty of Engineering and Architecture, Kastamonu University, Kastamonu 37150, Turkey
Aybaba HANCERLiOGULLARI:Kastamonu University, Faculty of Science Department of physics, Kuzeykent/Kastamonu, 37150 Turkey
Nasrin Bohlooli:School of Civil Engineering, Urmia University, Urmia, Iran