2020
DOI: 10.3390/computation8020024
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Towards the Design of a Multispar Composite Wing

Abstract: In the pursuit of a lighter composite wing design, fast and effective methodologies for sizing and validating the wing members (e.g., spar, ribs, skins, etc.) are required. In the present paper, the preliminary design methodology of an airliner main composite wing, which has an innovative multispar configuration instead of the conventional two-spar design, is investigated. The investigated aircraft wing is a large-scale composite component, requiring an efficient analysis methodology; for this purpose, the ini… Show more

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Cited by 5 publications
(2 citation statements)
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“…This method helps to cut down the component weight by eliminating the unwanted material based on the objective function and specified constraints. Owing to its high geometrical design freedom, this method is particularly suited for aerospace applications [28,29]. The major difference between the shape and topology optimization is that the topology optimization will work on reduction of weight by optimally distributing the weight whereas the shape optimization will work around the known geometries [30,31].…”
Section: Topology Optimizationmentioning
confidence: 99%
“…This method helps to cut down the component weight by eliminating the unwanted material based on the objective function and specified constraints. Owing to its high geometrical design freedom, this method is particularly suited for aerospace applications [28,29]. The major difference between the shape and topology optimization is that the topology optimization will work on reduction of weight by optimally distributing the weight whereas the shape optimization will work around the known geometries [30,31].…”
Section: Topology Optimizationmentioning
confidence: 99%
“…Currently, the buckling solution for anisotropic stiffened plates is mainly obtained by either performing numerical analysis, usually using the finite element method (FEM), or by considering empirically suitable correction factors for the unstiffened plate solutions. However, during the preliminary design of large-scale stiffened anisotropic structures (e.g., a wing structure) many optimization loops to optimize the structure with respect to buckling resistance are required, [26]. In such cases, where a high number of iteration solutions are required before the optimal geometry is defined, the convergence time is critical.…”
Section: Introductionmentioning
confidence: 99%