Extensible Beam Models in Large Deformation Under Distributed Loading: a Numerical Study on Multiplicity of Solutions - Archive ouverte HAL Access content directly
Book Sections Higher Gradient Materials and Related Generalized Continua Year : 2019

Extensible Beam Models in Large Deformation Under Distributed Loading: a Numerical Study on Multiplicity of Solutions

Abstract

In this paper we present numerical solutions to a geometrically nonlinear version of the extensible Timoshenko beam model under distributed load. The particular cases in which: i) extensional stiffness is infinite (inextensible Timoshenko model), ii) shear stiffness is infinite (extensible Euler model) and iii) extensional and shear stiffnesses are infinite (inextensible Euler model) will be numerically explored. Parametric studies on the axial stiffness in both the Euler and Timoshenko cases will also be shown and discussed.
Fichier principal
Vignette du fichier
dellisola_new.pdf (836.82 Ko) Télécharger le fichier
Origin Files produced by the author(s)
Loading...

Dates and versions

hal-02475674 , version 1 (25-08-2020)

Identifiers

Cite

Francesco Dell'Isola, Alessandro Della Corte, Antonio Battista, Emilio Barchiesi. Extensible Beam Models in Large Deformation Under Distributed Loading: a Numerical Study on Multiplicity of Solutions. Holm Altenbach Wolfgang H. Müller Bilen Emek Abali. Higher Gradient Materials and Related Generalized Continua, 120, Springer, pp.19-41, 2019, Advanced Structured Materials, ⟨10.1007/978-3-030-30406-5⟩. ⟨hal-02475674⟩
37 View
275 Download

Altmetric

Share

Gmail Mastodon Facebook X LinkedIn More