This paper presents a free vibration analysis of three-dimensional coupled beams with arbitrary coupling angle using an improved Fourier method. The displacement and rotation of the coupled beams are represented by the improved Fourier series which consisted of Fourier cosine series and closed-form auxiliary functions. The coupling and boundary conditions are accomplished by setting coupling and boundary springs and assigning corresponding stiffness values to the springs. Modal parameters are determined through the application of Rayleigh-Ritz procedure to the system energy formulation. The accuracy and convergence of the present method are demonstrated by finite element method (FEM) result. Investigation on vibration of the propulsion shaf...
This paper studies the vibrational characteristics of tapered beams with continuously varying rectan...
A refined theory which accounts for both longitudinal and transverse displacements as well as for th...
Two damping rings (DRs) are added on a nonlinear free-free elastic beam to reduce vibrations. This e...
This work extends advanced beam models to carry out a more accurate free-vibration analysis of conve...
The primary objective of this thesis is to apply the use of Fourier series expansion to the solution...
In this paper, a numerical method for solution of the free vibration of beams governed by a set of s...
A unified solution for the in-plane vibration analysis of multi-span curved Timoshenko beams with ge...
This paper deals with higher-order theories for the analysis of free vibration of beam structures. R...
The present article deals with the free vibration analysis of three-dimensional metallic and functio...
A Dynamic Finite Element (DFE) method for coupled axial–flexural undamped free vibration analysis of...
A simple yet accurate solution procedure based on the improved Fourier series method (IFSM) is appli...
In this paper, an analytical technique, the so-called Fourier Spectral method (FSM), is extended to...
Fourier series and finite element analysis are utilized to obtain the solution of simply supported b...
A novel approach is employed in the free vibration analysis of simply supported functionally graded ...
A novel approach in analysing the vibration of elastic body systems is presented and discussed in th...
This paper studies the vibrational characteristics of tapered beams with continuously varying rectan...
A refined theory which accounts for both longitudinal and transverse displacements as well as for th...
Two damping rings (DRs) are added on a nonlinear free-free elastic beam to reduce vibrations. This e...
This work extends advanced beam models to carry out a more accurate free-vibration analysis of conve...
The primary objective of this thesis is to apply the use of Fourier series expansion to the solution...
In this paper, a numerical method for solution of the free vibration of beams governed by a set of s...
A unified solution for the in-plane vibration analysis of multi-span curved Timoshenko beams with ge...
This paper deals with higher-order theories for the analysis of free vibration of beam structures. R...
The present article deals with the free vibration analysis of three-dimensional metallic and functio...
A Dynamic Finite Element (DFE) method for coupled axial–flexural undamped free vibration analysis of...
A simple yet accurate solution procedure based on the improved Fourier series method (IFSM) is appli...
In this paper, an analytical technique, the so-called Fourier Spectral method (FSM), is extended to...
Fourier series and finite element analysis are utilized to obtain the solution of simply supported b...
A novel approach is employed in the free vibration analysis of simply supported functionally graded ...
A novel approach in analysing the vibration of elastic body systems is presented and discussed in th...
This paper studies the vibrational characteristics of tapered beams with continuously varying rectan...
A refined theory which accounts for both longitudinal and transverse displacements as well as for th...
Two damping rings (DRs) are added on a nonlinear free-free elastic beam to reduce vibrations. This e...