Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.1708
This item is licensed with a CreativeCommons licence by-nc-nd/4.0
Publisher DOI: 10.1016/j.tws.2016.09.005
Title: Design of cylindrical shells using the single perturbation load approach : potentials and application limits
Language: English (United States)
Authors: Kriegesmann, Benedikt  
Jansen, Eelco Luc 
Rolfes, Raimund 
Keywords: buckling;shell structures;single perturbation load approach
Issue Date: Nov-2016
Publisher: Elsevier
Source: Thin-Walled Structures (108) : 369-380 (2016)
Journal or Series Name: Thin-walled structures 
Abstract (english): The Single Perturbation Load Approach (SPLA) is a promising deterministic procedure on the basis of mechanical considerations to determine reasonable design loads for cylindrical shells in axial compression. In this paper, two main issues are identified that should be understood better in order to appreciate the potential and the limits of application of the SPLA. Firstly, the question whether a single perturbation load in general represents a “worst case” imperfection is addressed. Secondly, the influence of the stiffness properties of the shell on the quality of the SPLA predictions is studied. Finally, an indicator is suggested which identifies, based on the cylinder stiffness properties, whether the SPLA is conservative for a considered shell or not.
URI: http://tubdok.tub.tuhh.de/handle/11420/1711
DOI: 10.15480/882.1708
ISSN: 1879-3223
metadata.tuhh.embargo.date: 01.12.2018
Institute: Strukturoptimierung im Leichtbau M-EXK1 
Type: (wissenschaftlicher) Artikel
Appears in Collections:Publications (tub.dok)

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