[图书][B] Mathematical models of beams and cables

A Luongo, D Zulli - 2013 - books.google.com
Nonlinear models of elastic and visco-elastic onedimensional continuous structures (beams
and cables) are formulated by the authors of this title. Several models of increasing …

Fundamental frequency evolution in slender beams subjected to imposed axial displacements

A Carpinteri, R Malvano, A Manuello… - Journal of Sound and …, 2014 - Elsevier
The influence of applied axial loads on the fundamental vibration frequency is strictly
connected with the stability analysis of elastic slender beams. For this reason, the correct …

Mixed beam formulation with cross-section warping for dynamic analysis of thin-walled structures

P Di Re, D Addessi, A Paolone - Thin-Walled Structures, 2019 - Elsevier
This paper presents the formulation of a three-dimensional beam finite element (FE) that
accounts for cross-section warping and dynamic inertia effects. The model is the extension …

Instability of FGM rectangular hollow section (RHS) beam element under combined bending and compressive loads

A Saoula, AB Benyamina, SA Meftah, A Tounsi… - Archives of Civil and …, 2024 - Springer
In this paper, stability analysis of thin-walled functionally graded (FG) sandwich box beams
under combined bending and axial forces was carried out. Based on higher order theory that …

Compressive buckling for symmetric TWB with non-zero warping stiffness

G Piana, E Lofrano, A Manuello, G Ruta… - Engineering Structures, 2017 - Elsevier
Torsion and bending/torsion buckling may occur for compressed thin-walled open profiles
used in engineering and architecture applications. We report experimental results provided …

Natural frequencies and buckling of compressed non-symmetric thin-walled beams

G Piana, E Lofrano, A Manuello, G Ruta - Thin-Walled Structures, 2017 - Elsevier
The experimental natural frequencies and buckling loads of aluminium slightly non-
symmetric thin-Walled beams under axial force are compared with numerical results. A …

Pre-buckling behavior of composite beams: A mechanical innovative approach

G Mancusi, F Ascione, M Lamberti - Composite Structures, 2014 - Elsevier
In this paper a geometrically nonlinear model for studying the lateral global buckling
problem of a generic thin-walled composite beam is presented. The model is based on full …

A non-linear one-dimensional model of cross-deformable tubular beam

A Luongo, D Zulli - International Journal of Non-Linear Mechanics, 2014 - Elsevier
A direct non-linear one-dimensional model of an elastic, thin-walled, planar beam is
formulated. The model accounts for changes in shape of the cross-section, in particular the …

A geometrically exact thin-walled beam element with simplified strain definition

W Li, H Ma - Thin-Walled Structures, 2017 - Elsevier
This paper presents a study of the formulation of nonlinear beam elements for spatial thin-
walled frame structures. A formulation based on the geometrically exact beam theory is …

Warping and Ljapounov stability of non-trivial equilibria of non-symmetric open thin-walled beams

M Brunetti, E Lofrano, A Paolone, G Ruta - Thin-Walled Structures, 2015 - Elsevier
We investigate the effects of warping on the dynamic stability of non-trivial equilibrium
configurations for non-symmetric open thin-walled beams. We use a direct one-dimensional …