L
Luise Kärger
Researcher at Karlsruhe Institute of Technology
Publications - 123
Citations - 1840
Luise Kärger is an academic researcher from Karlsruhe Institute of Technology. The author has contributed to research in topics: Finite element method & Fiber. The author has an hindex of 19, co-authored 104 publications receiving 1218 citations.
Papers
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Journal ArticleDOI
Investigations on imperfection sensitivity and deduction of improved knock-down factors for unstiffened CFRP cylindrical shells
Richard Degenhardt,Alexander Kling,Arne Bethge,Jana Orf,Luise Kärger,Rolf Zimmermann,Klaus Rohwer,Adriano Calvi +7 more
TL;DR: In this paper, an improved buckling knock-down factor (the ratio of buckling loads of imperfect and perfect structures) for unstiffened CFRP cylindrical shells is presented.
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Fast processing and continuous simulation of automotive structural composite components
Frank Henning,Frank Henning,Luise Kärger,Dominik Dörr,Fabian Schirmaier,Julian Seuffert,Alexander Bernath +6 more
TL;DR: The use of continuous fiber reinforced plastics (CoFRP) specifically for weight reduction of the automotive car body is the major focus of this feature article as mentioned in this paper, which evaluates the current state of the art in the continuous virtual representation of CoFRP process chains, including the process steps forming, injection and curing.
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Optimisation of manufacturing process parameters using deep neural networks as surrogate models
Julius Pfrommer,Julius Pfrommer,Clemens Zimmerling,Jinzhao Liu,Luise Kärger,Frank Henning,Frank Henning,Jürgen Beyerer,Jürgen Beyerer +8 more
TL;DR: The surrogate-based optimisation approach is shown to reduce the number of resource-intensive FE simulations required to find optimised parameter configurations and improves on the best-known overall solution.
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A viscoelastic approach for modeling bending behavior in finite element forming simulation of continuously fiber reinforced composites
TL;DR: An approach for modeling rate-dependent bending behavior in FE forming simulation for either a unidirectional or a woven/bidirectional reinforcement is presented in this article, where the applicability of the bending model to both fiber architectures is guaranteed by introducing either an orthogonal or a non-orthogonal fiber parallel material frame.
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Stiffness and failure behaviour of folded sandwich cores under combined transverse shear and compression
TL;DR: In this paper, folded core structures were tested under combined transverse compression and shear in order to get the stiffness values and the failure criterion under a multi-axial stress state.