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  4. Development of a new proof of plate capacity under combined in-plane loads
 
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Development of a new proof of plate capacity under combined in-plane loads

Publikationstyp
Journal Article
Date Issued
2017-03-21
Sprache
English
Author(s)
Hayward, Richard C.  
Lehmann, Eike  
Institut
Konstruktion und Festigkeit von Schiffen M-10  
TORE-URI
http://hdl.handle.net/11420/4171
Journal
Ships and offshore structures  
Volume
12
Issue
1
Start Page
S174
End Page
S188
Citation
Ships and Offshore Structures (12): S174-S188 (2017)
Publisher DOI
10.1080/17445302.2016.1275473
Scopus ID
2-s2.0-85015878254
Publisher
Taylor and Francis
In this paper, the development of a new proof of plate capacity under combined in-plane loads for ship design and classification is described. The new proof is based on an improved understanding of plating collapse obtained from an extensive series of non-linear buckling analyses using the finite element method and covering the full range of structural configurations and load combinations relevant for the shipbuilding industry. Compared to existing proofs, the new proof incorporates a more physically based approach towards tensile stress effects on plate capacity and better captures the influences of both plate slenderness and aspect ratio under compressive biaxial loads. Moreover, the new proof can be solved without the need for iterations and may be used directly with stresses obtained from finite element analyses, thereby eliminating the need for a correction of stresses due to Poisson effects.
Subjects
ultimate strength
buckling
plates
combined loads
in-plane loads
ships
DDC Class
600: Technik
620: Ingenieurwissenschaften
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