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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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Rolfes, Raimund
Leibniz University Hannover
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (20/20 displayed)
- 2024Evaluating the mechanical behavior of carbon composites with varied ply-thicknesses using acoustic emission measurements
- 2024A thermodynamically consistent physics-informed deep learning material model for short fiber/polymer nanocompositescitations
- 2024Phase-field modeling of fracture in viscoelastic–viscoplastic thermoset nanocomposites under cyclic and monolithic loading
- 2023Analysis of fatigue crack and delamination growth in GFRP composites in tension and compression loading
- 2023Refined Semi-Analytical Framework to Predict the Natural Vibration Characteristics of Bistable Laminatescitations
- 2023A new base of wind turbine noise measurement data and its application for a systematic validation of sound propagation modelscitations
- 2022Effect of moisture on the nonlinear viscoelastic fracture behavior of polymer nanocompsites: a finite deformation phase-field model
- 2022Efficient generation of geodesic random fields in finite elements with application to shell bucklingcitations
- 2021Robust improvement of the asymmetric post-buckling behavior of a composite panel by perturbing fiber paths
- 2020An efficient semi-analytical framework to tailor snap-through loads in bistable variable stiffness laminatescitations
- 2019Evaluation and modeling of the fatigue damage behavior of polymer composites at reversed cyclic loadingcitations
- 2019Progressive Failure Analysis Using Global-Local Coupling Including Intralaminar Failure and Debondingcitations
- 2018Effect of spatially varying material properties on the post-buckling behaviour of composite panels utilising geodesic stochastic fields
- 2018Effect of spatially varying material properties on the post-buckling behaviour of composite panels utilising geodesic stochastic fields
- 2018Experimental characterization and constitutive modeling of the non-linear stress–strain behavior of unidirectional carbon–epoxy under high strain rate loadingcitations
- 2018Analysis of skin-stringer debonding in composite panels through a two-way global-local methodcitations
- 2018A structural design concept for a multi-shell blended wing body with laminar flow control
- 2015An elastic molecular model for rubber inelasticitycitations
- 2014Material Modelling of Short Fiber Reinforced Thermoplastic for the FEA of a Clinching Test
- 2014Investigating the VHCF of composite materials using new testing methods and a new fatigue damage model
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article
Efficient generation of geodesic random fields in finite elements with application to shell buckling
Abstract
Structures contain inherent deviations from idealized geometry and material properties. Quantifying the effects of such random variations is of interest when determining the reliability and robustness of a structure. Generating fields that follow complex shapes is not trivial. Generating random fields on simple shapes such as a cylinder can be done using series-expansion methods or analytically computed distances as input for a decomposition approach. Generating geodesic random fields on a mesh representing complex geometric shapes using these approaches is very complex or not possible. This paper presents a generalized approach to generating geodesic random fields representing variations in a finite element setting. Geodesic distances represent the shortest path between points within a volume or surface. Computing geodesic distances of structural points is achieved by solving the heat equation using normalized heat gradients originating from every node within the structure. Any element (bar, beam, shell, or solid) can be used as long as it can solve potential flow problems in the finite element program. Variations of the approach are discussed to generate fields with defined similarities or fields that show asymmetric behavior. A numerical example of a gyroid structure demonstrates the effect of using geodesic distances in field generation compared to Euclidean distances. An anisotropic cylinder with varying Young’s modulus and thickness is taken from literature to verify the implementation. Variations of the approach are analyzed using a composite cylinder in which fiber angles are varied. Although the focus of this paper is thin-walled structures, the approach works for all types of finite element structures and elements.