Dr.-Ing. Frank Beyer
Table of contents
© Kirsten Lassig
Member of academic staff
NameDr.-Ing. Frank Beyer
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Institute of Mechanics and Shell Structures
Institute of Mechanics and Shell Structures
Visitors:
TU Dresden, Fakultät Bauingenieurwesen August-Bebel-Straße 30
01219 Dresden
Germany
Research
- Modelling of fibre damage in biological soft tissues with application to overstrained arterial walls
- Construction of relaxed incremental variational formulations considering distributions of fibre orientation
- Numerical path-tracing methods for the calculation of principal stress trajectories based on numerically computed stress states of arbitrary structural elements in 2D und 3D
- Stereoscopic visualisation of three-dimensional structural elements' stress states via principal stress trajectories
- Examination of analogies between mechanical stress states and fluid flow
- Inclined crack bridging behaviour of textile reinforcement in fine-grained concrete matrices
- Modelling the roving failure by simulation of gradual filament failure in terms of textile reinforced concrete
Career
| 03/2015 | Doctoral degree (Dr.-Ing.) at the Faculty of Civil Engineering, Technische Universität Dresden, PhD Thesis: “Principal Stress Trajectories in Numerical Solid Mechanics – An Algorithm for the Visualisation of Structural Element's Stress States in Two and Three Dimensions” |
| 07/2009 - 08/2017 | Member of academic staff at the Institute of Mechanics and Shell Structures, Faculty of Civil Engineering, Technische Universität Dresden |
| 06/2009 | Engineering degree (Dipl.-Ing.) at the Institute of Mechanics and Shell Structures, Faculty of Civil Engineering, Technische Universität Dresden, Thesis: “Investigation of matrix-roving-behaviour at inclined crack bridging” |
Publications
- Curbach, Manfred
- Ortlepp, Regine
- Materialtheorie, Modellierung von Textilbeton
- Numerische Methoden in der Mechanik
- Mehr-Skalen-Analyse
- Analytische Methoden
- Entwicklung konstitutiver Gesetze für Feinbeton mit textiler Bewehrung
- zum Überschreiben
- Konstitutive Beziehungen für multiaxial beanspruchten Textilbeton
- Zur mechanischen Modellierung des Faserauszugs und der Rissüberbrückung im Textilbeton unter dynamischen Beanspruchungen