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Geiger, Florian

Florian Geiger

M. Sc.

Doctoral Researcher
Institut für Baustatik und Baudynamik

Contact

+49 711 685 66573
Email

Pfaffenwaldring 7
70569 Stuttgart
Deutschland

Subject

Beteiligt an Teilprojekten, inklusive Position:

B01 Charakterisierung, Modellierung und Reduktion, projektbearbeitender Doktorand

Publications

2024
1. J. Gade, F. Geiger, R. Kemmler, and M. Bischoff, “A form-finding method for adaptive truss structures subject to multiple static load cases,” International Journal of Space Structures, Jan. 2024, doi: 10.1177/09560599231212707.
  - BibTeX
  - Link
  BibTeX
  @article{Gade_2024, author = {Gade, Jan and Geiger, Florian and Kemmler, Roman and Bischoff, Manfred}, doi = {10.1177/09560599231212707}, issn = {2059-8033}, journal = {International Journal of Space Structures}, month = {01}, publisher = {SAGE Publications}, title = {A form-finding method for adaptive truss structures subject to multiple static load cases}, url = {http://dx.doi.org/10.1177/09560599231212707}, year = 2024 }
  Link
  http://dx.doi.org/10.1177/09560599231212707
2. M. Vierneisel, F. Geiger, M. Bischoff, and P. Eberhard, “Derivation of Geometrically Parameterized Shell Elements in the Context of Shape Optimization,” and, Ed., 2024. doi: https://doi.org/10.1007/978-3-031-50000-8_6.
  - BibTeX
  BibTeX
  @conference{vierneisel2024derivation, author = {Vierneisel, Manuel and Geiger, Florian and Bischoff, Manfred and Eberhard, Peter}, doi = {https://doi.org/10.1007/978-3-031-50000-8_6}, editor = {and}, eventdate = {01 2024}, eventtitle = {Symposium on Optimal Design and Control of Multibody Systems - Adjoint Methods, Alternatives, and Beyond}, title = {Derivation of Geometrically Parameterized Shell Elements in the Context of Shape Optimization }, venue = {Hamburg}, year = 2024 }
2020
1. M. Böhm et al., “Modellierung aktiver Strukturelemente als Erweiterung zum klassischen Workflow der FE-Analyse,” in Baustatik -- Baupraxis 14, Universität Stuttgart, 2020.
  - BibTeX
  BibTeX
  @inproceedings{Boehm2020b, author = {Böhm, Michael and Steffen, Simon and Gade, Jan and Geiger, Florian and Sobek, Werner and Bischoff, Manfred and Sawodny, Oliver}, booktitle = {Baustatik -- Baupraxis 14}, file = {Boehm2020b_Modellierung_aktiver_Strukturelemente_BB14.pdf:..\\pdfs\\Boehm2020b_Modellierung_aktiver_Strukturelemente_BB14.pdf:PDF}, isys_authors = {mboehm, osawodny}, isys_group = {Bausystemtechnik, SFB}, publisher = {Universität Stuttgart}, title = {Modellierung aktiver Strukturelemente als Erweiterung zum klassischen Workflow der FE-Analyse}, year = 2020 }
2. M. Böhm et al., “Input modeling for active structural elements – extending the established FE-Workflow for modeling of adaptive structures,” in IEEE/ASME International Conference on Advanced Intelligent Mechatronics (AIM), Jul. 2020, pp. 1595–1600. doi: 10.1109/AIM43001.2020.9158996.
  - BibTeX
  BibTeX
  @inproceedings{bohm2020input, author = {Böhm, Michael and Wagner, Julia and Steffen, Simon and Gade, Jan and Geiger, Florian and Sobek, Werner and Bischoff, Manfred and Sawodny, Oliver}, booktitle = {IEEE/ASME International Conference on Advanced Intelligent Mechatronics (AIM)}, doi = {10.1109/AIM43001.2020.9158996}, month = {07}, pages = {1595--1600}, title = {Input modeling for active structural elements – extending the established FE-Workflow for modeling of adaptive structures}, year = 2020 }
3. F. Geiger, J. Gade, M. von Scheven, and M. Bischoff, “A Case Study on Design and Optimization of Adaptive Civil Structures,” Frontiers in Built Environment, vol. 6, Jul. 2020, doi: 10.3389/fbuil.2020.00094.
  - BibTeX
  - Link
  BibTeX
  @article{geiger2020study, author = {Geiger, Florian and Gade, Jan and von Scheven, Malte and Bischoff, Manfred}, doi = {10.3389/fbuil.2020.00094}, journal = {Frontiers in Built Environment}, month = {07}, publisher = {Frontiers Media {SA}}, title = {A Case Study on Design and Optimization of Adaptive Civil Structures}, url = {https://doi.org/10.3389%2Ffbuil.2020.00094}, volume = 6, year = 2020 }
  Link
  https://doi.org/10.3389%2Ffbuil.2020.00094
4. F. Geiger, J. Gade, M. von Scheven, and M. Bischoff, “Optimal Design of Adaptive Structures vs. Optimal Adaption of Structural Design,” in IFAC-PapersOnLine, IFAC World Congress 2020, 11.-17.07.2020, Berlin, Germany, 2020, pp. 8363–8369. doi: 10.1016/j.ifacol.2020.12.1604.
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  @inproceedings{geiger2020optimal, abstract = {Taking advantage of adaptivity in the field of civil engineering is an ongoing research topic. Integration of adaptive elements in the load-bearing structure is already well established in many other engineering fields. First investigations promise large material saving potentials also in the field of civil engineering, especially when it comes to high-rise buildings or wide spanned structures like roofs or bridges. In times of emission problems and shortage of materials, the potentials of adaptive civil structures open various new possibilities. In the design and optimization process of adaptive civil structures, we address the differences between classical approaches for passive systems and new practices considering adaptivity. By using a suitable actuator placement, it is possible to manipulate the displacements of the structure as well as the force distribution within the structure. Both material and energy savings can be accomplished with an integrated design of the adaptive structure taking into account the actuation, suitable combination of structural design and actuator placement. For demonstration of the differences in the design process and in the resulting optimized structure, we use a small case study on a truss structure, which is inspired by a high-rise building, and consider static loads.}, author = {Geiger, Florian and Gade, Jan and von Scheven, Malte and Bischoff, Manfred}, doi = {10.1016/j.ifacol.2020.12.1604}, journal = {{IFAC}-{PapersOnLine}}, number = 2, pages = {8363--8369}, publisher = {IFAC World Congress 2020, 11.-17.07.2020, Berlin, Germany}, title = {Optimal Design of Adaptive Structures vs. Optimal Adaption of Structural Design}, volume = 53, year = 2020 }
5. F. Geiger, J. Gade, M. von Scheven, and M. Bischoff, “Anwendung der Redundanzmatrix bei der Bewertung adaptiver Strukturen,” in Manfred Bischoff, Malte von Scheven, Bastian Oesterle (Hrsg.) Berichte der Fachtagung Baustatik – Baupraxis 14, 23. und 24. März 2020, Universität Stuttgart, 2020, pp. 119–128. doi: 10.18419/opus-10762.
  - BibTeX
  BibTeX
  @inproceedings{geiger2020anwendung, abstract = {Die Antwort einer Struktur auf Aktuierung wird maßgeblich vom Grad der statischen Unbestimmtheit und deren Verteilung in der Struktur beeinflusst. Die Redundanzmatrix enthält diese Informationen über das Tragwerk. Aus ihr können daher Rückschlüsse für die Aktorplatzierung und für die Bewertung der Aktuierbarkeit von Strukturen gezogen werden. Die Untersuchung eines Beispieltragwerks veranschaulicht einerseits die Einsatzmöglichkeiten der Redundanzmatrix und andererseits das Masseneinsparungspotential, das mithilfe des Einsatzes aktiver Elemente in passiven Strukturen erschlossen werden kann.}, author = {Geiger, Florian and Gade, Jan and {von Scheven}, Malte and Bischoff, Manfred}, booktitle = {Manfred Bischoff, Malte von Scheven, Bastian Oesterle (Hrsg.) Berichte der Fachtagung Baustatik – Baupraxis 14, 23. und 24. März 2020, Universität Stuttgart}, doi = {10.18419/opus-10762}, pages = {119-128}, title = {Anwendung der Redundanzmatrix bei der Bewertung adaptiver Strukturen}, year = 2020 }
2019
1. B. Fröhlich, J. Gade, F. Geiger, M. Bischoff, and P. Eberhard, “Geometric element parameterization and parametric model order reduction in finite element based shape optimization,” Computational Mechanics, vol. 63, pp. 853–868, 2019, doi: 10.1007/s00466-018-1626-1.
  - BibTeX
  BibTeX
  @article{frohlich2019geometric, abstract = {This contribution proposes a new approach to derive geometrically parameterized, reduced order finite element models. An element formulation for geometrically parameterized finite elements is suggested. The parameterized elements are used to derive models with a parameterized geometry where the parameterized system matrices are expressed in an affine representa- tion. Parametric model order reduction can then be efficiently used to reduce the full order parameterized model to a reduced order parameterized model. The approach shows two beneficial features. First, design studies and shape optimizations can be conducted with parameterized reduced order model of much lower dimension compared to the parameterized, full order model. Second, it is possible to compute sensitivities analytically, and therefore, to avoid the computation of finite differences gradients. The approach is illustrated with two numerical examples. The first example includes a detailed error analysis. The second example is a shape optimization example of an adaptive structure.}, author = {Fröhlich, Benjamin and Gade, Jan and Geiger, Florian and Bischoff, Manfred and Eberhard, Peter}, doi = {10.1007/s00466-018-1626-1}, journal = {Computational Mechanics}, pages = {853-868}, title = {Geometric element parameterization and parametric model order reduction in finite element based shape optimization}, volume = { 63}, year = 2019 }
2018
1. B. Fröhlich, F. Geiger, J. Gade, M. Bischoff, and P. Eberhard, “Model order reduction of coupled, parameterized elastic bodies for shape optimization,” in IUTAM Symposium on Model Order Reduction of Coupled Systems, May 22–25, 2018, Stuttgart, 2018, pp. 151–163. doi: 10.1007/978-3-030-21013-7_11.
  - BibTeX
  BibTeX
  @inproceedings{frohlich2018model, abstract = {In this contribution, coupled, parameterized second order systems are considered where the coupled, parameterized system is derived from the assembly of several parameterized component models. Two approaches for the Parametric Model Order Reduction of such coupled systems are presented and compared in a reduced order shape optimization example. In the first approach, the coupled, parameterized system is derived by coupling the parameterized, full order component models. Then, Parametric Model Order Reduction is executed for the coupled system. In the second approach, the parameterized, component models are first reduced independently of their actual mounting situation. Afterwards, the parameterized, reduced order component models are coupled to derive the parameterized, reduced order system model. It is shown that the first approach yields smaller parameterized, reduced order system models. However, the second approach allows to reuse and to recombine the parameterized, reduced order component models arbitrarily. It therefore introduces more flexibility in the modeling process, enabling for example a toolbox based optimization with parameterized, reduced order models.}, author = {Fröhlich, Benjamin and Geiger, Florian and Gade, Jan and Bischoff, Manfred and Eberhard, Peter}, booktitle = {IUTAM Symposium on Model Order Reduction of Coupled Systems, May 22–25, 2018, Stuttgart}, doi = {10.1007/978-3-030-21013-7_11}, pages = {151--163}, title = {Model order reduction of coupled, parameterized elastic bodies for shape optimization}, year = 2018 }
2. J. Wagner et al., “On steady-state disturbance compensability for actuator placement in adaptive structures,” at - Automatisierungstechnik, 2018, doi: 10.1515/auto-2017-0099.
  - BibTeX
  BibTeX
  @article{Wagner2018, author = {Wagner, Julia and Gade, Jan and Geiger, Florian and Heidingsfeld, Michael and Böhm, Michael and von Scheven, Malte and Bischoff, Manfred and Sawodny, Oliver}, doi = {10.1515/auto-2017-0099}, journal = {at - Automatisierungstechnik}, title = {On steady-state disturbance compensability for actuator placement in adaptive structures}, year = 2018 }
3. S. Weidner et al., “The implementation of adaptive elements into an experimental high-rise building,” Steel Construction, vol. 11, Art. no. 2, 2018, doi: 10.1002/stco.201810019.
  - BibTeX
  BibTeX
  @article{Weidner2018, author = {Weidner, Stefanie and Kelleter, Christian and Sternberg, Paula and Haase, Walter and Geiger, Florian and Burghardt, Timon and Honold, Clemens and Wagner, Julia and Böhm, Michael and Bischoff, Manfred and Sawodny, Oliver and Binz, Hansgeorg}, doi = {10.1002/stco.201810019}, journal = {Steel Construction}, number = 2, pages = {109--117}, title = {The implementation of adaptive elements into an experimental high-rise building}, volume = 11, year = 2018 }

Akademische Ausbildung mit Abschluss

Bauingenieurwesen (2009 – 2012), Universität Stuttgart, Abschluss: Bachelor of Science (B.Sc.)

Bauingenieurwesen (2013 – 2015), Vertiefungsrichtungen
Konstruktiver Ingenieurbau, Modellierungs- und Simulationsmethoden, Universität Stuttgart, Abschluss: Master of Science (M.Sc.)

Beruflicher Werdegang nach Studienabschluss

2013 Praktikum im Ingenieurbüro schlaich bergermann partner in Stuttgart und Shanghai

2016 – heute, Wissenschaftlicher Mitarbeiter am Institut für Baustatik und Baudynamik, Universität Stuttgart

Florian Geiger

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2024

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2020

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2019

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2018

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Akademische Ausbildung mit Abschluss

Beruflicher Werdegang nach Studienabschluss

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