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Rebecca Thierer

Ehemalige Mitarbeiterin

Lebenslauf

1990: Geboren in Neu-Ulm
2009: Abitur am Kepler-Gymnasium in Ulm
2011–2014: Bachelorstudium der Immobilientechnik und Immobilienwirtschaft an der Universität Stuttgart, Förderung durch das Deutschlandstipendium
2012–2016: Studentische Hilfskraft am Institut für Leichtbau Entwerfen und Konstruieren, Universität Stuttgart
2014–2017: Masterstudium des Bauingenieurwesens an der Universität Stuttgart, Förderung durch das Deutschlandstipendium
2014–2016: Werkstudententätigkeit bei str.ucture in Stuttgart
2016–2017: Praktikum und Werkstudententätigkeit bei schlaich bergermann partner in Stuttgart
2017–2023: Akademische Mitarbeiterin am Institut für Baustatik und Baudynamik, Universität Stuttgart

Forschung

Veröffentlichungen

Artikel in Fachzeitschriften

Thierer, R., Oesterle, B., Ramm, E., & Bischoff, M. (2024). Transverse shear parametrization in hierarchic large rotation shell formulations. International Journal for Numerical Methods in Engineering, 125(9), Article 9. https://doi.org/10.1002/nme.7443
- Zusammenfassung
- BibTeX
Zusammenfassung
Consistent treatment of large rotations in common Reissner–Mindlin formula-tions is a complicated task. Reissner–Mindlin formulations that use a hierarchicparametrization provide an elegant way to facilitate large rotation shell anal-yses. This can be achieved by the assumption of linearized transverse shearstrains, resulting in an additive split of strain components, which technicallysimplifies implementation of corresponding shell finite elements. The presentstudy aims at validating this assumption by systematically comparing numeri-cal solutions with those of a newly implemented hierarchic and fully nonlinearReissner–Mindlin shell element.
BibTeX
@article{thierer2024transverse, abstract = {Consistent treatment of large rotations in common Reissner–Mindlin formula-tions is a complicated task. Reissner–Mindlin formulations that use a hierarchicparametrization provide an elegant way to facilitate large rotation shell anal-yses. This can be achieved by the assumption of linearized transverse shearstrains, resulting in an additive split of strain components, which technicallysimplifies implementation of corresponding shell finite elements. The presentstudy aims at validating this assumption by systematically comparing numeri-cal solutions with those of a newly implemented hierarchic and fully nonlinearReissner–Mindlin shell element.}, author = {Thierer, Rebecca and Oesterle, Bastian and Ramm, Ekkehard and Bischoff, Manfred}, doi = {10.1002/nme.7443}, journal = {International Journal for Numerical Methods in Engineering}, number = 9, title = {Transverse shear parametrization in hierarchic large rotation shell formulations}, volume = 125, year = 2024 }
Durak, G. M., Thierer, R., Sachse, R., Bischoff, M., Speck, T., & Poppinga, S. (2022). Smooth or with a Snap! Biomechanics of Trap Reopening in the Venus Flytrap (Dionaea muscipula). Advanced Science, 2201362. https://doi.org/10.1002/advs.202201362
- Zusammenfassung
- BibTeX
Zusammenfassung
Fast snapping in the carnivorous Venus flytrap (Dionaea muscipula) involves trap lobe bending and abrupt curvature inversion (snap-buckling), but how do these traps reopen? Here, the trap reopening mechanics in two different D. muscipula clones, producing normal-sized (N traps, max. ≈3 cm in length) and large traps (L traps, max. ≈4.5 cm in length) are investigated. Time-lapse experiments reveal that both N and L traps can reopen by smooth and continuous outward lobe bending, but only L traps can undergo smooth bending followed by a much faster snap-through of the lobes. Additionally, L traps can reopen asynchronously, with one of the lobes moving before the other. This study challenges the current consensus on trap reopening, which describes it as a slow, smooth process driven by hydraulics and cell growth and/or expansion. Based on the results gained via three-dimensional digital image correlation (3D-DIC), morphological and mechanical investigations, the differences in trap reopening are proposed to stem from a combination of size and slenderness of individual traps. This study elucidates trap reopening processes in the (in)famous Dionaea snap traps – unique shape-shifting structures of great interest for plant biomechanics, functional morphology, and applications in biomimetics, i.e., soft robotics.
BibTeX
@article{Durak_2022, abstract = {Fast snapping in the carnivorous Venus flytrap (Dionaea muscipula) involves trap lobe bending and abrupt curvature inversion (snap-buckling), but how do these traps reopen? Here, the trap reopening mechanics in two different D. muscipula clones, producing normal-sized (N traps, max. ≈3 cm in length) and large traps (L traps, max. ≈4.5 cm in length) are investigated. Time-lapse experiments reveal that both N and L traps can reopen by smooth and continuous outward lobe bending, but only L traps can undergo smooth bending followed by a much faster snap-through of the lobes. Additionally, L traps can reopen asynchronously, with one of the lobes moving before the other. This study challenges the current consensus on trap reopening, which describes it as a slow, smooth process driven by hydraulics and cell growth and/or expansion. Based on the results gained via three-dimensional digital image correlation (3D-DIC), morphological and mechanical investigations, the differences in trap reopening are proposed to stem from a combination of size and slenderness of individual traps. This study elucidates trap reopening processes in the (in)famous Dionaea snap traps – unique shape-shifting structures of great interest for plant biomechanics, functional morphology, and applications in biomimetics, i.e., soft robotics.}, author = {Durak, Grażyna M. and Thierer, Rebecca and Sachse, Renate and Bischoff, Manfred and Speck, Thomas and Poppinga, Simon}, doi = {10.1002/advs.202201362}, journal = {Advanced Science}, pages = 2201362, title = {Smooth or with a Snap! Biomechanics of Trap Reopening in the Venus Flytrap (Dionaea muscipula)}, year = 2022 }
Eger, C. J., Horstmann, M., Poppinga, S., Sachse, R., Thierer, R., Nestle, N., Bruchmann, B., Speck, T., Bischoff, M., & Rühe, J. (2022). The Structural and Mechanical Basis for Passive-Hydraulic Pine Cone Actuation. Advanced Science, 2200458, Article 2200458. https://doi.org/10.1002/advs.202200458
- Zusammenfassung
- BibTeX
Zusammenfassung
The opening and closing of pine cones is based on the hygroscopic behavior of the individual seed scales around the cone axis, which bend passively in response to changes in environmental humidity. Although prior studies suggest a bilayer architecture consisting of lower actuating (swellable) sclereid and upper restrictive (non- or lesser swellable) sclerenchymatous fiber tissue layers to be the structural basis of this behavior, the exact mechanism of how humidity changes are translated into global movement are still unclear. Here, the mechanical and hydraulic properties of each structural component of the scale are investigated to get a holistic picture of their functional interplay. Measurements of the wetting behavior, water uptake, and mechanical measurements are used to analyze the influence of hydration on the different tissues of the cone scales. Furthermore, their dimensional changes during actuation are measured by comparative micro-computed tomography (µ-CT) investigations of dry and wet scales, which are corroborated and extended by 3D-digital image correlation-based displacement and strain analyses, biomechanical testing of actuation force, and finite element simulations. Altogether, a model allowing a detailed mechanistic understanding of pine cone actuation is developed, which is a prime concept generator for the development of biomimetic hygromorphic systems.
BibTeX
@article{eger2022structural, abstract = {The opening and closing of pine cones is based on the hygroscopic behavior of the individual seed scales around the cone axis, which bend passively in response to changes in environmental humidity. Although prior studies suggest a bilayer architecture consisting of lower actuating (swellable) sclereid and upper restrictive (non- or lesser swellable) sclerenchymatous fiber tissue layers to be the structural basis of this behavior, the exact mechanism of how humidity changes are translated into global movement are still unclear. Here, the mechanical and hydraulic properties of each structural component of the scale are investigated to get a holistic picture of their functional interplay. Measurements of the wetting behavior, water uptake, and mechanical measurements are used to analyze the influence of hydration on the different tissues of the cone scales. Furthermore, their dimensional changes during actuation are measured by comparative micro-computed tomography (µ-CT) investigations of dry and wet scales, which are corroborated and extended by 3D-digital image correlation-based displacement and strain analyses, biomechanical testing of actuation force, and finite element simulations. Altogether, a model allowing a detailed mechanistic understanding of pine cone actuation is developed, which is a prime concept generator for the development of biomimetic hygromorphic systems.}, author = {Eger, Carmen J. and Horstmann, Martin and Poppinga, Simon and Sachse, Renate and Thierer, Rebecca and Nestle, Nikolaus and Bruchmann, Bernd and Speck, Thomas and Bischoff, Manfred and Rühe, Jürgen}, doi = {10.1002/advs.202200458}, journal = {Advanced Science}, number = 2200458, title = {The Structural and Mechanical Basis for Passive-Hydraulic Pine Cone Actuation}, year = 2022 }
Krüger, F., Thierer, R., Tahouni, Y., Sachse, R., Wood, D., Menges, A., Bischoff, M., & Rühe, J. (2021). Development of a Material Design Space for 4D-Printed Bio-Inspired Hygroscopically Actuated Bilayer Structures with Unequal Effective Layer Widths. Biomimetics, 6(4), 58. https://doi.org/10.3390/biomimetics6040058
- Zusammenfassung
- BibTeX
Zusammenfassung
(1) Significance of geometry for bio-inspired hygroscopically actuated bilayer structures is well studied and can be used to fine-tune curvatures in many existent material systems. We developed a material design space to find new material combinations that takes into account unequal effective widths of the layers, as commonly used in fused filament fabrication, and deflections under self-weight. (2) For this purpose, we adapted Timoshenko’s model for the curvature of bilayer strips and used an established hygromorphic 4D-printed bilayer system to validate its ability to predict curvatures in various experiments. (3) The combination of curvature evaluation with simple, linear beam deflection calculations leads to an analytical solution space to study influences of Young’s moduli, swelling strains and densities on deflection under self-weight and curvature under hygroscopic swelling. It shows that the choice of the ratio of Young’s moduli can be crucial for achieving a solution that is stable against production errors. (4) Under the assumption of linear material behavior, the presented development of a material design space allows selection or design of a suited material combination for application-specific, bio-inspired bilayer systems with unequal layer widths.
BibTeX
@article{Kr_ger_2021, abstract = {(1) Significance of geometry for bio-inspired hygroscopically actuated bilayer structures is well studied and can be used to fine-tune curvatures in many existent material systems. We developed a material design space to find new material combinations that takes into account unequal effective widths of the layers, as commonly used in fused filament fabrication, and deflections under self-weight. (2) For this purpose, we adapted Timoshenko’s model for the curvature of bilayer strips and used an established hygromorphic 4D-printed bilayer system to validate its ability to predict curvatures in various experiments. (3) The combination of curvature evaluation with simple, linear beam deflection calculations leads to an analytical solution space to study influences of Young’s moduli, swelling strains and densities on deflection under self-weight and curvature under hygroscopic swelling. It shows that the choice of the ratio of Young’s moduli can be crucial for achieving a solution that is stable against production errors. (4) Under the assumption of linear material behavior, the presented development of a material design space allows selection or design of a suited material combination for application-specific, bio-inspired bilayer systems with unequal layer widths. }, author = {Krüger, Friederike and Thierer, Rebecca and Tahouni, Yasaman and Sachse, Renate and Wood, Dylan and Menges, Achim and Bischoff, Manfred and Rühe, Jürgen}, doi = {10.3390/biomimetics6040058}, journal = {Biomimetics}, month = {10}, number = 4, pages = 58, publisher = {{MDPI} {AG}}, title = {Development of a Material Design Space for 4D-Printed Bio-Inspired Hygroscopically Actuated Bilayer Structures with Unequal Effective Layer Widths}, url = {https://doi.org/10.3390%2Fbiomimetics6040058}, volume = 6, year = 2021 }
Portillo, D., Oesterle, B., Thierer, R., Bischoff, M., & Romero, I. (2020). Structural models based on 3D constitutive laws: Variational structure and numerical solution. Computer Methods in Applied Mechanics and Engineering, 362. https://doi.org/10.1016/j.cma.2020.112872
- Zusammenfassung
- BibTeX
Zusammenfassung
In all structural models, the section or fiber response is a relation between the strain measures and the stress resultants. This relation can only be expressed in a simple analytical form when the material response is linear elastic. For other, more complex and interesting situations, kinematic and kinetic hypotheses need to be invoked, and a constrained three-dimensional constitutive relation has to be employed at every point of the section in order to implement non-linear and dissipative constitutive laws into dimensionally reduced structural models. In this article we explain in which sense reduced constitutive models can be expressed as minimization problems, helping to formulate the global equilibrium as a single optimization problem. Casting the problem this way has implications from the mathematical and numerical points of view, naturally defining error indicators. General purpose solution algorithms for constrained material response, with and without optimization character, are discussed and provided in an open-source library.
BibTeX
@article{portillo2020structural, abstract = {In all structural models, the section or fiber response is a relation between the strain measures and the stress resultants. This relation can only be expressed in a simple analytical form when the material response is linear elastic. For other, more complex and interesting situations, kinematic and kinetic hypotheses need to be invoked, and a constrained three-dimensional constitutive relation has to be employed at every point of the section in order to implement non-linear and dissipative constitutive laws into dimensionally reduced structural models. In this article we explain in which sense reduced constitutive models can be expressed as minimization problems, helping to formulate the global equilibrium as a single optimization problem. Casting the problem this way has implications from the mathematical and numerical points of view, naturally defining error indicators. General purpose solution algorithms for constrained material response, with and without optimization character, are discussed and provided in an open-source library.}, author = {Portillo, David and Oesterle, Bastian and Thierer, Rebecca and Bischoff, Manfred and Romero, Ignacio}, doi = {10.1016/j.cma.2020.112872}, journal = {Computer Methods in Applied Mechanics and Engineering}, title = {Structural models based on 3D constitutive laws: Variational structure and numerical solution}, volume = { 362}, year = 2020 }

Artikel in Konferenzbänden

Oesterle, B., Thierer, R., Krauß, L.-M., & Bischoff, M. (2024). Hierarchische Formulierungen für statische und dynamische Analysen von Flächentragwerken. In B. Oesterle, A. Bögle, W. Weber, & L. Striefler (Hrsg.), Berichte der Fachtagung Baustatik – Baupraxis 15, 04. und 05. März 2024, Hamburg (S. 357--364). https://doi.org/10.15480/882.9247
- Zusammenfassung
- BibTeX
Zusammenfassung
Hierarchische Balken-, Platten- und Schalenformulierungen basieren auf einer geschickten Reparametrisierung der kinematischen Gleichungen, die sich für neuartige, glatte Diskretisierungsverfahren als vorteilhaft erweist. Im vorliegenden Beitrag werden die intrinsischen Eigenschaften des hierarchischen Konzepts anhand statischer und dynamischer Analysen von Flächentragwerken aufgezeigt und diskutiert.
BibTeX
@inproceedings{oesterle2024hierarchische, abstract = {Hierarchische Balken-, Platten- und Schalenformulierungen basieren auf einer geschickten Reparametrisierung der kinematischen Gleichungen, die sich für neuartige, glatte Diskretisierungsverfahren als vorteilhaft erweist. Im vorliegenden Beitrag werden die intrinsischen Eigenschaften des hierarchischen Konzepts anhand statischer und dynamischer Analysen von Flächentragwerken aufgezeigt und diskutiert.}, author = {Oesterle, Bastian and Thierer, Rebecca and Krauß, Lisa-Marie and Bischoff, Manfred}, booktitle = {Berichte der Fachtagung Baustatik – Baupraxis 15, 04. und 05. März 2024, Hamburg}, doi = {10.15480/882.9247}, editor = {Oesterle, Bastian and Bögle, Annette and Weber, Wolfgang and Striefler, Lukas}, pages = {357--364}, title = {Hierarchische Formulierungen für statische und dynamische Analysen von Flächentragwerken}, year = 2024 }
Tahouni, Y., Cheng, T., Wood, D., Sachse, R., Thierer, R., Bischoff, M., & Menges, A. (2020). Self-shaping Curved Folding:: A 4D-printing method for fabrication of self-folding curved crease structures. Proceedings of SCF ’20: Symposium on Computational Fabrication, November 2020. https://doi.org/10.1145/3424630.3425416
- Zusammenfassung
- BibTeX
Zusammenfassung
Curved folding, a method to create curved 3D structures from a flat sheet, can be used to produce material and manufacturing efficient, static or dynamic structures. However, the complex assembly and folding sequence of curved crease patterns is the bottleneck in their fabrication process. This paper presents Self-shaping Curved Folding: a material programming approach to create curved crease origami structures that self-assemble from flat into 3D folded state upon exposure to external stimuli. We propose a digital fabrication process via the 3D-printing of shape-changing materials, accompanied by a computational design workflow in which the geometry of a crease pattern is correlated with the printing toolpaths and the layup of stimuli-responsive and passive materials to achieve a target shape-change. We demonstrate our method by producing multiple prototypes and documenting their shape-change upon actuation. Lastly, we explore the functional and performance benefits of self-shaping curved folding under three application scenarios relevant to the field of industrial design and architecture.
BibTeX
@inproceedings{tahouni2020selfshaping, abstract = {Curved folding, a method to create curved 3D structures from a flat sheet, can be used to produce material and manufacturing efficient, static or dynamic structures. However, the complex assembly and folding sequence of curved crease patterns is the bottleneck in their fabrication process. This paper presents Self-shaping Curved Folding: a material programming approach to create curved crease origami structures that self-assemble from flat into 3D folded state upon exposure to external stimuli. We propose a digital fabrication process via the 3D-printing of shape-changing materials, accompanied by a computational design workflow in which the geometry of a crease pattern is correlated with the printing toolpaths and the layup of stimuli-responsive and passive materials to achieve a target shape-change. We demonstrate our method by producing multiple prototypes and documenting their shape-change upon actuation. Lastly, we explore the functional and performance benefits of self-shaping curved folding under three application scenarios relevant to the field of industrial design and architecture.}, author = {Tahouni, Yasaman and Cheng, Tiffany and Wood, Dylan and Sachse, Renate and Thierer, Rebecca and Bischoff, Manfred and Menges, Achim}, booktitle = {Proceedings of SCF '20: Symposium on Computational Fabrication, November 2020 }, doi = {10.1145/3424630.3425416}, title = {Self-shaping Curved Folding:: A 4D-printing method for fabrication of self-folding curved crease structures}, year = 2020 }

Masterarbeit

Thierer, R. (2017). Entwicklung finiter Plattenelemente basierend auf Subdivision Surfaces. Masterarbeit 17/20. Betreuer: Simon Bieber und Bastian Oesterle. Institut für Baustatik und Baudynamik, Universität Stuttgart.
- Zusammenfassung
- BibTeX
Zusammenfassung
In der vorliegenden Arbeit werden finite Plattenelemente entwickelt, die auf einer bisher im Bereich der FEM wenig bekannten Geometrieparametrisierung, den Subdivision Surfaces, basieren. Dafür werden die benötigten geometrischen Grundlagen erarbeitet und in Verbindung zu den bereits bekannteren Splines gesetzt. Die Theorien der schubstarren und schubweichen Plattenformulierung werden vergleichend dargestellt. Zusätzlich werden zwei am Institut für Baustatik und Baudynamik entwickelte schubweiche Plattenformulierungen mit einbezogen, um Querschublocking zu vermeiden. Die Implementierung der vier Plattenelemente erfolgt in MATLAB. Abschließend werden die Elemente an numerischen Beispielen getestet und auftretende Effekte diskutiert.
BibTeX
@mastersthesis{thierer2017entwicklung, abstract = {In der vorliegenden Arbeit werden finite Plattenelemente entwickelt, die auf einer bisher im Bereich der FEM wenig bekannten Geometrieparametrisierung, den Subdivision Surfaces, basieren. Dafür werden die benötigten geometrischen Grundlagen erarbeitet und in Verbindung zu den bereits bekannteren Splines gesetzt. Die Theorien der schubstarren und schubweichen Plattenformulierung werden vergleichend dargestellt. Zusätzlich werden zwei am Institut für Baustatik und Baudynamik entwickelte schubweiche Plattenformulierungen mit einbezogen, um Querschublocking zu vermeiden. Die Implementierung der vier Plattenelemente erfolgt in MATLAB. Abschließend werden die Elemente an numerischen Beispielen getestet und auftretende Effekte diskutiert.}, author = {Thierer, Rebecca}, publisher = {Masterarbeit 17/20. Betreuer: Simon Bieber und Bastian Oesterle. Institut für Baustatik und Baudynamik, Universität Stuttgart}, title = {Entwicklung finiter Plattenelemente basierend auf Subdivision Surfaces }, year = 2017 }

Vorträge

Vorträge auf Konferenzen

Rebecca Thierer, Lisa-Marie Krauß, Bastian Oesterle, Manfred Bischoff. Hierarchic plate and shell formulations in explicit dynamics. 10th GACM Colloquium on Computational Mechanics (GACM 2023), Vienna, Austria, September 10–13, 2023.

Rebecca Thierer, Bastian Oesterle, Manfred Bischoff. A study on transverse shear parametrization in non-linear isogeometric hierarchic shells for transient problems. 9th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering 2023 (COMPDYN 2023), Athens, Greece, June 12–14, 2023.

Rebecca Thierer, Bastian Oesterle, Manfred Bischoff. A fully non-linear, shear deformable isogeometric shell formulation using hierarchic displacements. 9th GACM Colloquium on Computational Mechanics (GACM 2022), Essen, Germany, September 21–23, 2022.

Rebecca Thierer, Bastian Oesterle and Manfred Bischoff. Transverse shear parametrization in non-linear isogeometric shell analysis. 8th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2022), Oslo, Norway, June 5–9, 2022.

Rebecca Thierer, Tobias Willmann, Bastian Oesterle and Manfred Bischoff. The role of linearized transverse shear strains in hierarchic isogeometric shell analysis. 6th ECCOMAS Young Investigators Conference (YIC 2021), Valencia, Spain (Virtual Congress), July 7–9, 2021.

Rebecca Thierer, Renate Sachse, Manfred Bischoff. A variational formulation for motion design of adaptive structures. Form and Force Joint International Conference: 60th IASS Symposium and 8th Structural Membranes, Barcelona, Spain, October 7–10, 2019.

Rebecca Thierer, David Portillo, Bastian Oesterle, Ignacio Romero, Manfred Bischoff. Hierarchic isogeometric shell analysis including non-linear material laws using MUESLI. 8th GACM Colloquium on Computational Mechanics (GACM 2019), Kassel, Germany, August 28–30, 2019.

Weitere Aktivitäten in der Wissenschaftsgemeinschaft

Organisation von Konferenzen und Minisymposien

2023: Mini Symposium Computational treatment of slender structures allowing for large rotations, 10th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry (GACM 2023), Vienna, Austria, September 10–13, 2023 (Mini Symposium Organizer).
2020: 14. Fachtagung Baustatik-Baupraxis (BB14), Stuttgart, Germany, March 23–24, 2020 (Local Organizing Team).
2017: 7th GACM Colloquium on Computational Mechanics for Young Scientists from Academia and Industry (GACM 2017), Stuttgart, Germany, October 11–13, 2017 (Local Organizing Team).

Lehre

Baustatik (B.Sc.), Sommersemester 2018, 2019 und Wintersemester 2018/2019, 2019/2020
Nichtlineare Baustatik (B.Sc.), Sommersemester 2020, 2021
Baudynamik (M.Sc.), Wintersemester 2020/2021

Betreute Abschlussarbeiten

Masterarbeiten

Johannes Reinken. Optimierung und Vergleich auxetischer Stabwerks- und Schalenstrukturen zur Stoßabsorption (23/12). Masterarbeit. Betreuer: Rebecca Thierer und Berta Pi Savall, Tim Ricken (ISD). Institut für Baustatik und Baudynamik, Universität Stuttgart. 2023.
- Kurzfassung
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Lisa-Marie Krauß. Intrinsisch selektive Massenskalierung mit hierarchischen Plattenformulierungen (22/02). Masterarbeit. Betreuer: Rebecca Thierer und Bastian Oesterle. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2022.
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Tongyu Xu. Dynamische Schwingungsanalyse unter Verwendung von Datensätzen turbulenter Windströmungen (21/20). Masterarbeit. Betreuer: Rebecca Thierer und Sami Bidier (str.ucture). Institut für Baustatik und Baudynamik, Universität Stuttgart. 2021.
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Yanran Song. Isogeometrische Analyse getrimmter NURBS-Flächen in LS-DYNA (20/02). Masterarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2020.
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Melanie Hofmann. Dynamische Simulation von Stabilitätsproblemen mit isogeometrischen Schalenelementen (20/13). Masterarbeit. Betreuer: Bastian Oesterle und Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2020.
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Xiaomeng Fu. Ponding of membrane structures (20/18). Masterarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2020.
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Helen Schweickhardt. Der Schönbuchturm - Modellbildung, Vorspannung und Dynamik (19/21). Masterarbeit. Betreuer: Rebecca Thierer und Florian Geiger. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2019.
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Nur Raihana Sukri. Modal analysis with the trimmed NURBS finite elements using LS-DYNA (18/19). Masterarbeit. Betreuer: Anton Tkachuk und Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2018.
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Nadine Elena García Morales. Development of a simplified physical model of a roller coaster (18/33). Masterarbeit. Betreuer: Anne Schäuble und Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2018.
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Bachelorarbeiten

Larissa Kurz. Statische Analyse der Dreiländerbrücke (22/11). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2022.
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Marius Klamt. Modellierung und Analyse dehnungsloser Verformungen von Schalen (21/04). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2021.
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Mohammed Mosab Tato. Methoden zur Modellierung und Simulation von Bi-Layer-Strukturen in der bionischen Architektur (21/21). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2021.
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Carola Grupp. Formfindung und statische Untersuchung pneumatisch vorgespannter Luftkissen (20/04). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2020.
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Lisa-Marie Krauß. Untersuchung des Dimensionseffekts in der Modellstatik (19/20). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2019.
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Marcel Abele. Thrust Network Analysis: Theorie und Praxis (19/22). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2019.
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Melanie Hofmann. Statische Analyse des Killesbergturms (18/12). Bachelorarbeit. Betreuer: Rebecca Thierer. Institut für Baustatik und Baudynamik, Universität Stuttgart. 2018.
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Rebecca Thierer

Lebenslauf

Forschung

Veröffentlichungen

Artikel in Fachzeitschriften

Zusammenfassung

BibTeX

Zusammenfassung

BibTeX

Zusammenfassung

BibTeX

Zusammenfassung

BibTeX

Zusammenfassung

BibTeX

Artikel in Konferenzbänden

Zusammenfassung

BibTeX

Zusammenfassung

BibTeX

Masterarbeit

Zusammenfassung

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