Results 41 to 50 of about 21,909 (188)
Vibration Analysis of Multilink Manipulators Based on Timoshenko Beam Theory [PDF]
Timoshenko's theory is adopted in order to accurately describe the freely vibrating dynamics of a multilink flexible manipulator. It is herein presented an analytical modelling strategy that extends previous works through a more refined model which accounts for elastic complicating effects along with lumped inertial loads which are typically mounted on
DI CASTRI, CARMELO, MESSINA, Arcangelo
openaire +3 more sources
In various analytical models, modeling the behavior of large-diameter monopiles and piles can be challenging due to these foundations with huge body sizes carrying mechanisms of lateral loads to the surrounding soils.
Jing Liu +5 more
doaj +1 more source
The purpose of this paper is to study the free vibration and buckling of a Timoshenko nano-beam using the general form of the Eringen theory generalized based on the fractional derivatives.
Farogh Soufi MOHAMMADI +3 more
doaj +1 more source
On triply coupled vibrations of axially loaded thin-walled composite beams [PDF]
Free vibration of axially loaded thin-walled composite beams with arbitrary lay-ups is presented. This model is based on the classical lamination theory, and accounts for all the structural coupling coming from material anisotropy.
Banerjee +32 more
core +2 more sources
Optimal Cantilever Dynamic Vibration Absorbers by Timoshenko Beam Theory [PDF]
A double‐ended cantilever beam as a distributed parameter dynamic vibration absorber has been applied to a single‐degree‐of‐freedom system subjected to harmonic forces.In this investigation, the beam has been analyzed under the well known model of Timoshenko and the computation of best parameters is based on the Chebyshev’s optimality criterion.This is
Cavacece M., Vita L.
openaire +5 more sources
In this paper, the dynamic response of the Timoshenko cracked beam subjected to a mass is investigated. In turn, it is assumed that the beam has its ends restrained with both transverse and rotational elastic springs. Based on an alternative beam theory,
Maria Anna De Rosa +5 more
doaj +1 more source
A Numerical Case Study on Contact Analysis with Large Displacement
In case of geometrically non-linear analysis of plane frame structures, Bernoulli-Euler beam elements considering the shear deformation to be zero are generally used.
Yamasaki A. +3 more
doaj +1 more source
Exponential stability of a class of boundary control systems [PDF]
We study a class of partial differential equations (with variable coefficients) on a one dimensional spatial domain with control and observation at the boundary. For this class of systems we provide simple tools to check exponential stability.
Le Gorrec, Yann +3 more
core +3 more sources
Timoshenko Theories in the Analysis of Cantilever Beams Subjected to End Mass and Dynamic End Moment
This paper investigates the effects of shear deformation on the flutter and divergence instabilities of a cantilever beam subjected to a concentrated mass and applied dynamic couple.
Maria Anna De Rosa, Maria Lippiello
doaj +1 more source
Vibration characteristics of axially loaded tapered Timoshenko beams made of functionally graded materials by the power series method [PDF]
:In the present article, a semi-analytical technique to investigate free bending vibration behavior of axially functionally graded non-prismatic Timoshenko beam subjected to a point force at both ends is developed based on the power series expansions ...
M. Soltani
doaj +1 more source

