In this paper, an energy flow model is developed to analyze transverse vibration including the effects of rotatory inertia as well as shear distortion, which are very important in the Timoshenko beam transversely vibrating in the medium-to-high frequency ranges. The energy governing equations for this energy flow model are newly derived by using classical displacement solutions of the flexural motion for the Timoshenko beam, in detail. The derived energy governing equations are in the general form incorporating not only the Euler-Bernoulli beam theory used for the conventional energy flow model but also the Rayleigh, shear, and Timoshenko beam theories. Finally, to verify the validity and accuracy of the derived model, numerical analyses fo...
The flexible beams carrying attachments and ends elastically restrained against rotational and trans...
In this paper, an analytical model based on the modified couple stress theory and Timoshenko beam th...
An exact dynamic stiffness matrix is developed to describe the motion of a uniform beam in which the...
This paper presents the methodology for the energy flow analysis of coupled Timoshenko beam structur...
The problem of free vibration of Timoshenko beams with elastically supported ends can be solved by ...
The problem of free vibrations of the Timoshenko beam model has been addressed in the first part of ...
The free vibration characteristics of a cantilever tapered Timoshenko beam is analyzed in this study...
The scope of the research is to provide a simpler and more consistent equation for the analysis of t...
The analysis of standing waves, which correspond to the reactive part of the power in structures, is...
Unlike the Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear...
The energy flow analysis (EFA) method is developed to predict the energy density of a high damping b...
Advanced Statistical Energy Analysis (ASEA) is used to predict vibration transmission across coupled...
The problem of free vibrations of the Timoshenko beam model is here addressed. A careful analysis of...
In this paper is studied the effect of considering the theory of Timoshenko in the vibration of AFG ...
The Timoshenko beam equation in terms of variable \u27wB\u27 is derived where \u27wB’ is the deflect...
The flexible beams carrying attachments and ends elastically restrained against rotational and trans...
In this paper, an analytical model based on the modified couple stress theory and Timoshenko beam th...
An exact dynamic stiffness matrix is developed to describe the motion of a uniform beam in which the...
This paper presents the methodology for the energy flow analysis of coupled Timoshenko beam structur...
The problem of free vibration of Timoshenko beams with elastically supported ends can be solved by ...
The problem of free vibrations of the Timoshenko beam model has been addressed in the first part of ...
The free vibration characteristics of a cantilever tapered Timoshenko beam is analyzed in this study...
The scope of the research is to provide a simpler and more consistent equation for the analysis of t...
The analysis of standing waves, which correspond to the reactive part of the power in structures, is...
Unlike the Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear...
The energy flow analysis (EFA) method is developed to predict the energy density of a high damping b...
Advanced Statistical Energy Analysis (ASEA) is used to predict vibration transmission across coupled...
The problem of free vibrations of the Timoshenko beam model is here addressed. A careful analysis of...
In this paper is studied the effect of considering the theory of Timoshenko in the vibration of AFG ...
The Timoshenko beam equation in terms of variable \u27wB\u27 is derived where \u27wB’ is the deflect...
The flexible beams carrying attachments and ends elastically restrained against rotational and trans...
In this paper, an analytical model based on the modified couple stress theory and Timoshenko beam th...
An exact dynamic stiffness matrix is developed to describe the motion of a uniform beam in which the...