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Filippo Medeghini M. Sc.

✆: 0234 32 28121
✉:  filippo.medeghini[at]rub[dot]de
Office: 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)

Studies

09/2011-03/2015
Bachelor degree in Civil Engineering at the University of Brescia, Italy
Degree: Bachelor of Science (B. Sc.)

03/2015-03/2017
Master degree in Land and Environmental Engineering at the University of Brescia, Italy
Degree: Master of Science (M. Sc.)
Topic of the master thesis: SFRC precast tunnel segments when subject to the TBM thrust phase.
Winner of the sixth national contest organized by the Italian Tunnelling Society

04/2017-10/2017
Engineering State Examination at the University of Brescia, Italy

Career

12/2017-04/2019
Structural designer and site engineer
Garosio engineering firm, Brescia, Italy

05/2019-09/2020
Planner, Assistant Project Manager
Cimolai S.p.A., Porcia, Italy

10/2020
Scientific staff at the Massivbau chair at Ruhr-Universität Bochum