Development of an efficient engineering methodology for non‐linear damage and post‐buckling analysis of large‐scale structures
Abstract
Purpose
The purpose of this paper is to present an efficient engineering methodology for solving the problem of non‐linear (NL) damage and post‐buckling of large‐scale structures, which is of high importance mainly for the aircraft industry.
Design/methodology/approach
The methodology takes advantage of the capabilities of finite element substructuring technique in the simulation of large/complex structures and exploits the advantages of local‐global analysis logic. The main innovation deals with the appropriate modification of superelement method, such that it can deal with NL behaviour and efficiently model the entire large‐scale structure. In this study, the proposed methodology is demonstrated in the treatment of geometrical non‐linearity and its efficiency is assessed in the case of a large‐scale fuselage section.
Findings
A method capable of solving large‐scale NL problems by taking advantage of the linear response of the different model regions is developed.
Research limitations/implications
Further development of the proposed method is required for handling other means of non‐linearity.
Originality/value
The proposed approach is advantageous in terms of computational effort over the corresponding conventional ones.
Keywords
Citation
Belesis, S. and Labeas, G. (2010), "Development of an efficient engineering methodology for non‐linear damage and post‐buckling analysis of large‐scale structures", International Journal of Structural Integrity, Vol. 1 No. 2, pp. 126-139. https://doi.org/10.1108/17579861011053862
Publisher
:Emerald Group Publishing Limited
Copyright © 2010, Emerald Group Publishing Limited