NACH OBEN

Filippo Medeghini M. Sc.

✆: 0234 32 28121
✉:  filippo.medeghini[at]rub[dot]de
Büro: IC 5 - 163
Homepage: www.massivbau.rub.de
  • Testing of hybrid segmental linings through the targeted local use of high-performance steel fibre reinforced concrete in the highly stressed and vulnerable areas of the segment, combined with conventional steel or steel fibre reinforced concrete in the less stressed core area to achieve greater load-bearing capacity, stiffness, damage tolerance and durability, as well as a potential economic and environmental benefit.

 

 

  • Obtaining one-dimensional fiber orientation via a tailor-made concrete material and casting method, and its exploitation through specific structural application to maximize the advantages. A concreting device that induces fiber orientation, and a material that can maintain such orientation and develop an elasto-plastic behavior, are designed. The casting is performed along the tension stress lines obtained from structural design theory to take advantage of the anisotropic material properties.

2023

[6] Medeghini, F.; Zaydowicz, K.; Landler, J.; Mark, P.;
Stahlfaserbeton: Bemessung nach DAfStb-Richtlinie und aktuelle Entwicklungen
In: Holschemacher (Hrsg.), Betonbauteile 2023, Bauwerk Beuth, Berlin, S. 75-94. (ISBN 978-3-410-31562-9)

[5] Petraroia, D.N.; Medeghini, F.; Plückelmann, S.; Mark, P; Breitenbücher, R.
Material reduced tunnel lining segments for moderately swelling soils.
Structural Concrete, 2023. https://doi.org/10.1002/suco.202200857

2022

[4] Medeghini, F.; Guhathakurta, J.; Tiberti, G.; Simon, S.; Plizzari G. A.; Mark, P.;
Steered fiber orientation: correlating orientation and residual tensile strength parameters of SFRC
Materials and structures 55:251, 2022 (https://doi.org/10.1617/s11527-022-02082-9)

[3] Petraroia, D.N.; Medeghini, F.; Mark, P.; Plizzari, G.A.
Optimized hybrid topology of segmental tunnel linings
Book of abstracts of the 5th International Conference on Computational Methods and Information Models in Tunneling (EURO:TUN), pp. 87-88, 22th – 24th June 2022, Bochum, Germany

2021

[2] Mantelli, S. G.; Facconi, L.; Look, K.; Medeghini, F.; Mark, P.; Minelli, F.; Plizzari, G.
Code Provisions for Shear Strength in Prestressed FRC Members: A Critical Review
In: Serna P., Llano-Torre A., Martí-Vargas J.R., Navarro-Gregori J. (Eds.) Fibre Reinforced Concrete: Improvements and Innovations II. BEFIB 2021. RILEM Bookseries, Vol 36. Springer, Cham.
https://doi.org/10.1007/978-3-030-83719-8_50

[1] Trabucchi, I.; Tiberti, G.; Conforti, A.; Medeghini, F.; Plizzari, G. A.
Experimental study on Steel Fiber Reinforced Concrete and Reinforced Concrete elements under concentrated loads
In: Construction and Building Materials, Volume 307, 2021. (https://doi.org/10.1016/j.conbuildmat.2021.124834)

Studium

09/2011-03/2015
Bachelor-Studium des Bauingenieurwesens an der Universität Brescia, Italien
Abschluss: Bachelor of Science (B. Sc.)

03/2015-03/2017
Master-Studium des Bau-und Umweltingenieurwesens an der Universität Brescia, Italien
Abschluss: Master of Science (M. Sc.)
Thema der Masterarbeit: SFRC-Fertigtunnelsegmente unter Berücksichtigung der TBM-Vortriebsphase
Gewinner des sechsten nationalen Wettbewerbs, der von der italienischen Tunnelbaugesellschaft organisiert wurde

04/2017-10/2017
Staatsexamen Ingenieurwesen an der Universität Brescia, Italien

Werdegang

12/2017-04/2019
Tragwerksplaner und Bauingenieur
Ingenieurbüro Garosio, Brescia, Italien

05/2019-09/2020
Planer, Stellvertretender Projektleiter
Cimolai S.p.A., Porcia, Italien

10/2020
Wissenschaftlicher Mitarbeiter am Lehrstuhl für Massivbau der Ruhr-Universität Bochum