Skip to the main content

Original scientific paper

https://doi.org/10.30765/er.2184

Large displacement analysis of laminated beam-type structures

Igor Pešić orcid id orcid.org/0000-0003-4259-1462 ; Department of Polytechnics, University of Rijeka, Sveučilišna avenija 4, 51000 Rijeka, Croatia
Goran Turkalj ; Department of Engineering Mechanics, Faculty of Engineering, University of Rijeka, Vukovarska 58, 51000 Rijeka, Croatia


Full text: english pdf 1.099 Kb

page 80-90

downloads: 275

cite


Abstract

The paper presents a finite element formulation for analysis of 3D framed structures with thin-walled laminated composite cross-sections, using a co-rotational approach. The formulation considers the effects of large displacements on the response of space frames subjected to conservative and static external loads. Classical lamination theory for thin fiber-reinforced laminates has been employed. Stability analysis is performed in load deflection manner using co-rotational formulation. The shear strain of the middle surface is assumed to be zero, and the cross-section is not distorted in its own plane. In order to illustrate the application of the proposed formulation, several numerical examples are presented.

Keywords

beam; stability; buckling; composite; laminate; non-linear analysis

Hrčak ID:

302258

URI

https://hrcak.srce.hr/302258

Publication date:

16.5.2023.

Visits: 901 *