A LARGE number of structures can be analyzed by means of one-dimensional (1-D) formulations. Typical slender 1-D structures, which are usually denoted as beams, are …
A Genoese, A Genoese, A Bilotta, G Garcea - Thin-Walled Structures, 2014 - Elsevier
A linear model for beams with compact or thin-walled sections and heterogeneous anisotropic materials is presented. It is obtained by means of a Ritz–Galerkin approximation …
This work extends advanced beam models to carry out a more accurate free-vibration analysis of conventional (straight, or with sweep/dihedral angles) and joined wings. The …
This paper compares two distinct approaches for obtaining the cross-section deformation modes of thin-walled members with deformable cross-section, namely the method of …
Elastic equilibrium of two-phase random composite beams under torsion, with simply and multiply connected cross-sections, is investigated. The analysis is carried out in order to …
A quasi-3D finite element model (FEM) with a low computational cost is presented for coupled bending and torsional–warping analysis of thin-walled beams. The presented FEM …
IN Tsiptsis, EJ Sapountzakis - Computers & Structures, 2017 - Elsevier
Towards improving conventional beam elements in order to include distortional effects in their analysis, independent parameters have been taken into account in this study. Curved …
The objective of this study is to investigate the combined influence of two important topics on the precision of static and dynamic analyses of non-circular composite helical bars, namely …
In this two-paper contribution, a general formulation for the nonuniform warping analysis of composite beams of arbitrary simply or multiply connected cross sections, under arbitrary …