Overview
FrançaisABSTRACT
This article summarizes and illustrates - by a typical example - the principles underlying the sizing of the wing box panels of a civil transport aircraft. Considering the major bending and shear loads in flight, the predimensioning methods of the upper-surface, lower surface and spar panels are discussed, according to the criteria of static resistance and stability. This approach can extend to a wide variety of certified lightweight structures.
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Read the articleAUTHOR
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Yves GOURINAT: Professor of Structural Mechanics Institut Supérieur de l'Aéronautique et de l'Espace (ISAE-SUPAERO), Toulouse, France - English version by Léonie Gasteiner
INTRODUCTION
For more than half a century, the structures of transport aircraft have mainly been coated and even self-supporting hulls. This naturally applies to the main wing box, which is the wing's load-bearing element. Schematically, this box is made up of a front spar – on which the aerodynamic surfaces of the leading edge are supported, which are usually mobile –, a rear spar – supporting the flaps and ailerons –, connected by the upper and lower panels. These last two panels –– constitute both the upper and lower soles of the wing box, and the aerodynamic surfaces that generate most of the wing's lift.
In addition to its major structural and aerodynamic role, the volume of the box also acts as the main fuel tank. This volumetric characteristic, derived from the structural and aerodynamic thickness of the wing, holds great promise for future architectures such as the flying wing, where the available space can be used for the payload.
When it comes to structural dimensioning of the main wing box, there are a number of regulatory specifications to consider. This article focuses on hulls in terms of both skin thickness (structural strength criteria) and stability (stiffening technology). Internal ancillary elements (connecting rods, ribs, crossmembers) are not explicitly considered, as they are added solely to enable the load-bearing hull to perform its structural function.
The aim of this article is therefore to summarize the methods for pre-dimensioning a wing box, based on a typical example of a civil transport aircraft. Starting with the in-flight loads –, the reference being the limit load factor (LL) –, the panels are discussed one after the other, in order to arrive at a root dimensioning (critical section) very close to the optimum.
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KEYWORDS
certification | wing design | structural strength | wing panel | local buckling
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Structural loads in flight
Bibliography
Bibliography
Websites
CS 25 and FAR 25 certification documents http://easa.europa.eu/document-library/certification-specificationshttp://www.ecfr.gov/cgi-bin/text-idx?c=ecfr&sid=be6ffa6d87343c75e7d49e911c95ab06&rgn=div5&view=text&node=14 :1.0.1.3.11&idno=14
...Events
French Aeronautical and Astronautical Association (3AF) http://www.3af.fr/events
Air and Space Academy (AAE) http://www.academie-air-espace.com/event/newList.php
Institutions
Institut Supérieur de l'Aéronautique et de l'Espace (ISAE-SUPAERO) http://www.isae.fr
École nationale supérieure de mécanique et d'aérotechnique (ISAE-ENSMA) http://www.ensma.fr
Office national d'études et de recherches aérospatiales (ONERA - French...
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