Skip to content
Menu
Technical University of Munich
Technical University of Munich

Dr.-Ing. Stylianos Chrisopoulos
research associate

Institute in Munich-Pasing:
Room G231
Telephone: 089 / 289 - 27157
Fax: 089 / 289 - 27189

e-mail: s.chrisopoulos@tum.de

 

Teaching

  • Supervision of student research assistants
  • Supervision of student research projects and theses
  • Lecturer for the course Advanced Constitutive Models and Finite Element Modeling in Geotechnics (since WS 20/21)
  • Lecturer and tutor for the course Soil dynamics and geotechnical earthquake engineering (since SS 21)

Research

  • TUNLIQ: Soil-structure interaction of shallow tunnels in liquefiable soils during strong earthquakes
  • ZIM IndiSports: Development of a numerical model to describe the interaction between an optimized cushioned running shoe and different grounds using appropriate constitutive laws
  • Numerical investigation of the penetration behavior and plug formation of open steel pipe piles

Geotechnical support and consulting for construction projects

  • FE calculations
  • Deep excavations
  • Foundations

Prizes/Awards

  • 1. Prize, Carl-Rappert-Grundbaupreis (Dissertation, 2018)
  • DAAD-Scholarship (Studies, 2011)

Member of

  • German Society for Geotechnics
  • Technical Chamber of Greece

Publications

2023

  • Niebler, Michael; Chrisopoulos, Stylianos; Cudmani, Roberto; Rebstock, Daniel: Erweiterung eines hypoplastischen Kontaktmodells für die Simulation der Boden-Bauwerk-Interaktion (BBI). Fachsektionstage Geotechnik - 4. Bodenmechanik-Tagung, 2023 more…

2020

  • Osinov, Vladimir A.; Chrisopoulos, Stylianos: Two Neighbouring Tunnels in Saturated Soil Under Blast Loading. In: Osinov, Vladimir A.; Chrisopoulos, Stylianos : Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice. Springer International Publishing, 2020 more…

2019

  • Chrisopoulos, Stylianos; Vogelsang, Jakob: A finite element benchmark study based on experimental modeling of vibratory pile driving in saturated sand. Soil Dynamics and Earthquake Engineering 122, 2019, 248-260 more…
  • Osinov, Vladimir A.; Chrisopoulos, Stylianos; Triantafyllidis, Theodoros: Numerical analysis of the tunnel-soil interaction caused by an explosion in the tunnel. Soil Dynamics and Earthquake Engineering 122, 2019, 318-326 more…

2018

  • Chrisopoulos, Stylianos; Triantafyllidis, Theodoros: Zur numerischen Modellierung von Vibrationsrammung im gesättigten Boden. Bautechnik 96 (2), 2018, 176-194 more…

2017

  • Chrisopoulos, S. ; Vogelsang, J. ; Triantafyllidis, T:: FE-Simulation von Modellversuchen zur Vibrationsrammung von Pfählen in gesättigtem Sand. Fachsektionstage Geotechnik, Würzburg, 6-8 September, 2017, 2017 more…
  • Chrisopoulos, S. ; Triantafyllidis, T. ; Kudella, P. ; Gortsas, T.V.: Interaction of Low-Frequency Micro-Seismic and Acoustic Emissions of Wind Turbines with Different Foundation Designs. 13th German Wind Energy Conference DEWEK, Bremen, 17-18 Oktober, 2017, 2017 more…
  • Chrisopoulos, Stylianos; Vogelsang, Jakob; Triantafyllidis, Theodoros: FE Simulation of Model Tests on Vibratory Pile Driving in Saturated Sand. In: Holistic Simulation of Geotechnical Installation Processes. Springer International Publishing, 2017 more…
  • Gortsas, Theodore V.; Triantafyllidis, Theodoros; Chrisopoulos, Stylianos; Polyzos, Demosthenes: Numerical modelling of micro-seismic and infrasound noise radiated by a wind turbine. Soil Dynamics and Earthquake Engineering 99, 2017, 108-123 more…
  • Wichtmann, Torsten; Triantafyllidis, Theodoros; Chrisopoulos, Stylianos; Zachert, Hauke: Prediction of Long-Term Deformations of Offshore Wind Power Plant Foundations Using HCA-Based Engineer-Oriented Models. International Journal of Offshore and Polar Engineering 27 (4), 2017, 346-356 more…

2016

  • Triantafyllidis, Theodorus; Chrisopoulos, Stylianos: Ein Modell zur Berechnung des Verformungsverhaltens von horizontal hochzyklisch beanspruchten Pfählen. Bautechnik 93 (9), 2016, 605-627 more…

2015

  • Chrisopoulos, S.; Osinov, V. A.; Triantafyllidis, T.: Dynamic Problem for the Deformation of Saturated Soil in the Vicinity of a Vibrating Pile Toe. In: Holistic Simulation of Geotechnical Installation Processes. Springer International Publishing, 2015 more…
  • Osinov, V. A.; Chrisopoulos, S.; Grandas-Tavera, C.: Vibration-Induced Stress Changes in Saturated Soil: A High-Cycle Problem. In: Holistic Simulation of Geotechnical Installation Processes. Springer International Publishing, 2015 more…

2012

  • Osinov, V. A.; Chrisopoulos, S.; Triantafyllidis, T.: Numerical study of the deformation of saturated soil in the vicinity of a vibrating pile. Acta Geotechnica 8 (4), 2012, 439-446 more…
To top