A Timoshenko beam theory with pressure corrections for layered orthotropic beams
International Journal of Solids and Structures, 2011 AbstractA Timoshenko beam theory for layered orthotropic beams is presented. The theory consists of a novel combination of three key components: average displacement and rotation variables that provide the kinematic description of the beam, stress and strain moments used to represent the average stress and strain state in the beam, and the use of exact
Kennedy, Graeme J. +2 more
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Fibrous model for the simulation of the cyclic behaviour of 3D reinforced concrete frames [PDF]
, 2007 Relatório 07-DEC/E-04Non-linear finite element analysis has attracted a lot of attention in last few decades, as real life problems dealing with analysis of concrete beams and columns are generally non-linear in nature.
Barros, Joaquim A. O. +2 more
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A Spinning Finite Beam Element of General Orientation Analyzed With Rayleigh/Timoshenko/Saint-Venant Theory [PDF]
, 1994 Thomas Abrahamsson +1 more
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Comparison of 1D and 2D solutions for a beam under transverse impact
MATEC Web of Conferences, 2018 The problem of non-stationary vibration of an elastic beam caused by a transverse impact loading is studied in this work. In particular, two different approaches to the derivation of analytical solution of the problem are compared. The first one is based
Adámek Vítězslav
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Closure to “Discussions of ‘Flexural Vibrations in Uniform Beams According to the Timoshenko Theory’” (1954, ASME J. Appl. Mech., 21, pp. 202–203) [PDF]
, 1954 Robert A. Anderson
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Chaotic Response and Bifurcation Analysis of a Timoshenko Beam with Backlash Support Subjected to Moving Masses [PDF]
International Journal of Railway Research, 2014 A simply supported Timoshenko beam with an intermediate backlash is considered. The beam equations of motion are obtained based on the Timoshenko beam theory by including the dynamic effect of a moving mass travelling along the vibrating path.
A. Ariaei, M. Kouchaki, S. Ziaei-Rad
doaj
Comparison of Different Local Unrefined Beam Theories for Bending and Nano Beams Buckling Analysis
Journal of Materials and Engineering Structures, 2016 In this study, non unified local shear deformation theory is proposed to consider the bending and buckling of nano beams. This theory is based on the assumption that the cross-sectional and planar displacements consist of bending and shear components ...
hamza madjid berrabah +2 more
doaj
MathematicsThis study examines the static bending behavior of functionally graded beams using a newly developed modified Timoshenko beam element. The mixed finite element formulation and Timoshenko beam theory serve as the foundation for the formulation of the ...
Mofareh Hassan Ghazwani, Pham V. V. Vinh
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A Study of the Fractal Bending Behavior of Timoshenko Beams Using a Fourth-Order Single Equation
BuildingsIn this paper a new generalized fractal equation for studying the behaviour of self-similar beams using the Timoshenko beam theory is introduced. This equation is established in fractal dimensions by applying the concept of fractal continuum calculus Fα ...
Alexandro Alcántara +5 more
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