Ruhr-Universität Bochum

Dr. Gerrit Neu
	Ruhr-Universität Bochum Lehrstuhl für Statik und Dynamik IC / 6 / 165 Universitätsstraße 150 44801 Bochum Email: gerrit.neu@rub.de Tel: 0234 / 32-29069 download vCard

Forschung

Computational Approaches to a Robust Segmental Lining Design in Mechanized Tunneling
Analysis of plain, conventional and fibre reinforced concrete structures
Discrete crack approaches using interface elements
Multi-Level modeling of fibre reinfocred concrete
Design and optimization of segmental linings in mechanized tunneling
Robust optimization
Uncertainty modeling
Artificial Neural Networks

Werdegang

Seit 2016	Wissenschaftlicher Mitarbeiter am Lehrstuhl für Statik & Dynamik der Ruhr-Universität Bochum
2013 - 2016	Masterstudium Bauingenieurwesen - Konstruktiver Ingenieurbau ("Untersuchung verschiedener Modellierungen für das Tragverhalten segmentierter Tunnelschalen"), Ruhr-Universität Bochum
2012 - 2016	Studentische Hilfskraft am Lehrstuhl für Statik & Dynamik, Ruhr-Universität Bochum
2010 - 2013	Bachelorstudium Bauingenieurwesen („Biegebemessung stahlfaserverstärkter Stahlbetonplattenbalken“), Ruhr-Universität Bochum

Lehrveranstaltungen

Angewandte Finite-Elemente-Methoden
Baustatik 1

Publikationen

Wissenschaftliche Veröffentlichungen in Zeitschriften
[ 1 ]	G. Neu, P. Edler, S. Freitag, V. Gudzulic, and G. Meschke Reliability based optimization of steel-fibre segmental tunnel linings subjected to thrust jack loadings Engineering Structures, 254:113752, 2022 revision submitted
[ 2 ]	R. Breitenbücher, F. Christ, T. Iskhakov, A.A. Lavasan, P. Mark, G. Meschke, G.E. Neu, D.N. Petraroia, S. Plückelmann, C. Schulte-Schrepping, M. Schoen, and J.J. Timothy Verformungsfähiger tunnelausbau in quellfähigen böden Tunnel, 4:50--54, 2021
[ 3 ]	V. Gudzulic, G. Neu, G. Gebuhr, S. Anders, and G. Meschke Numerisches Mehrebenen-Modell für Stahlfaserbeton: Von der Faser- zur Strukturebene Beton und Stahlbetonbau, 115:146--157, 2020 [ DOI ]
[ 4 ]	V. Gudzulic, G. E. Neu, and G. Meschke Numerical analysis of plain and fiber reinforced concrete structures during cyclic loading: Influence of frictional sliding and crack roughness Proceedings in Applied Mathematics and Mechanics, 2020 [ DOI ]
[ 5 ]	G. Meschke, G. Neu, and A. Marwan Robust segmental lining design - potentials of advanced numerical simulations for the design of tbm driven tunnels Geomechanics and Tunneling, 12(10):484--490, 2019 [ DOI ]
Wissenschaftliche Veröffentlichungen in Tagungsbänden
[ 6 ]	G. E. Neu, A. Marwan, A. Alsahly, and G. Meschke Beanspruchung segmentierter Tunnelschalen infolge maschineller Vortriebe entlang gekrümmter Trassen In M. Bischoff, M. von Scheven, and B. Oesterle, editors, Baustatik-Baupraxis 14, pages 823--830. Universität Stuttgart, 2020 [ DOI ]
[ 7 ]	G. Neu, V. Gudzulic, and G. Meschke Numerical multi-level model for fibre reinforced concrete: Validation and comparison with fib-model code In RILEM-fib X International Symposium on Fibre Reinforced Concrete (BEFIB2020), Valencia, Spain, 2020. Rilem
[ 8 ]	G.E. Neu, V.E. Gall, and G. Meschke Robust segmental lining design combining steel fiber reinforced concrete and traditional reinforcement In D. Peila, G. Viggiani, and T. Celestino, editors, Tunnels and Underground Cities. Engineering and Innovation Meet Archaeology, Architecture and Art, Proceedings of the WTC 2019 ITA-AITES World Tunnel Congress (WTC 2019), pages 2794 -- 2803, Naples, 2019. Taylor & Francis
[ 9 ]	G. E. Neu, V. E. Gall, S. Freitag, and G. Meschke Robust design of hybrid steel fiber reinforced concrete tunnel lining segments In G. Meschke, B. Pichler, and J. G. Rots, editors, Computational Modelling of Concrete Structures (EURO-C 2018), pages 715--724. Taylor & Francis, 2018
[ 10 ]	G. Neu, V. Gall, and G. Meschke Investigation of construction and installation tolerances for robust SFRC segmental lining design In Proceedings of the ITA-AITES World Tunneling Congress WTC 2018, 2018
[ 11 ]	V. E. Gall, S. Butt, G. Neu, and G. Meschke An embedded rebar model for computational analysis of reinforced concrete structures with applications to longitudinal joints in precast tunnel lining segments In G. Meschke, B. Pichler, and J. G. Rots, editors, Computational Modelling of Concrete Structures (EURO-C 2018), pages 705--714. CRC press, 2018
[ 12 ]	M. Smarslik, G. Neu, P. Mark, and G. Meschke Robust reinforcement layout for segmental tunnel lining under partial area loading using hybrid topology optimization In G. Hofstetter, K. Bergmeister, J. Eberhardsteiner, G. Meschke, and H.F. Schweiger, editors, Proceedings of the 4th International Conference on Computational Methods in Tunneling and Subsurface Engineering (EURO:TUN 2017), pages 321--328. Innsbruck (Austria), April 2017
[ 13 ]	G. Meschke, A. Alsahly, V.E. Gall, G. Neu, and Y. Zhan Numerische Mehrebenensimulation segmentierter Tunnelschalen aus Faserbeton In G. Meschke, S. Freitag, C. Birk, J.M. Menkenhagen, and T. Ricken, editors, Baustatik-Baupraxis 13, pages 391--400. Ruhr-Universität Bochum, 2017

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