| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Rivero, Andres E.
University of Bristol
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (7/7 displayed)
- 2020Structural Modeling of Compliance-Based Camber Morphing Structures under Transverse Shear Loadingcitations
- 2019Structural characterization of a composite FishBAC morphing trailing-edge device
- 2019Structural Modelling of Compliance-Based Morphing Structures under Transverse Shear Loadingcitations
- 2019Progress on the design of a composite fishbac morphing device for spanwise lift control
- 2018Parametric structural modelling of fish bone active camber morphing aerofoilscitations
- 2018Manufacturing and characterisation of a composite FishBAC morphing wind tunnel model
- 2017Progress on the Design, Analysis and Experimental Testing of a Composite Fish Bone Active Camber Morphing Wing
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article
Structural Modeling of Compliance-Based Camber Morphing Structures under Transverse Shear Loading
Abstract
A parametrically driven structural model based on Mindlin–Reissner plate theory is developed to capture the threedimensional deflections of a compliance-based morphing trailing edge device with severe structural discontinuities. The model is used to study the Fish Bone Active Camber (FishBAC) device, which is represented as a discontinuous plate structure that captures the step changes in stiffness created by the concept’s geometrical configuration. Courant’s penalty method is implemented in the form of artificial penalty springs to account for stiffness discontinuities. A numerical validation is performed using finite element analysis, followed by experimental validation under actuation loads. This analytical model represents a robust, efficient, mesh-independent, and parameter-driven solution to<br/>modeling discontinuous plate structures. These traits make it useful for ongoing fluid–structure interaction analysis<br/>and optimization of the FishBAC concept and also for application to other complex composite structures.