Back
  1. Home
  2. Profile of Sebastian NELLINGER (Unilu)
Profil

NELLINGER Sebastian

Main Referenced Co-authors
ODENBREIT, Christoph  (6)
Eggert, Florian (2)
Kuhlmann, Ulrike (2)
OBIALA, Renata  (2)
Lawson, Marc (1)
Main Referenced Keywords
mechanical model (2); transverse loading (2); Component Method (1); component method (1); Composite Beam (1);
Main Referenced Disciplines
Civil engineering (7)

Publications (total 7)

The most downloaded
647 downloads
NELLINGER, S. (2015). On the behaviour of shear stud connections in composite beams with deep decking [Doctoral thesis, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/24468 https://hdl.handle.net/10993/24468

The most cited

23 citations (Scopus®)

NELLINGER, S., ODENBREIT, C., OBIALA, R., & Lawson, M. (2017). Influence of transverse loading onto push-out tests with deep steel decking. (LAJ17.D). Journal of Constructional Steel Research, 128, 335-353. doi:10.1016/j.jcsr.2016.08.021 https://hdl.handle.net/10993/32130

ODENBREIT, C., & NELLINGER, S. (2017). Mechanical Model to Predict the Resistance of the Shear Connection in Composite Beams with Deep Steel Decking. (LAJ17.B). In Eurosteel 2017. Berlin, Unknown/unspecified: Ernst & Sohn. doi:10.1002/stco.201710029
Peer reviewed

NELLINGER, S., ODENBREIT, C., OBIALA, R., & Lawson, M. (2017). Influence of transverse loading onto push-out tests with deep steel decking. (LAJ17.D). Journal of Constructional Steel Research, 128, 335-353. doi:10.1016/j.jcsr.2016.08.021
Peer Reviewed verified by ORBi

NELLINGER, S., Eggert, F., Kuhlmann, U., ODENBREIT, C., & OBIALA, R. (2017). Short-span composite beam tests to evaluate stud resistances. (LAJ17.C). Proceedings of the Institution of Civil Engineers : Structures and Buildings, 1-12. doi:10.1680/jstbu.16.00173
Peer Reviewed verified by ORBi

ODENBREIT, C., & NELLINGER, S. (2017). Mechanical model to predict the resistance of the shear connection in composite beams with deep steel decking. (LAC17.D). Steel Construction, 10 (3), 248-253. doi:10.1002/stco.201710029
Peer Reviewed verified by ORBi

NELLINGER, S. (2015). On the behaviour of shear stud connections in composite beams with deep decking [Doctoral thesis, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/24468

NELLINGER, S., ODENBREIT, C., & Lawson, M. (2014). Push-out tests with modern deck sheeting and realistic transverse loading. (LAC14.B). In 12th International Conference on Steel, Space & Composite Structures (pp. 285-294). 12th International Conference on Steel, Space & Composite Structures.
Peer reviewed

Eggert, F., NELLINGER, S., Kuhlmann, U., & ODENBREIT, C. (2014). Push-out tests with modern deck sheeting to evaluate shear connector resistances. (LAC14.G). In Eurosteel 2008, 7th European Conference on Steel and Composite Structures (pp. 519-520). Eurosteel 2008.
Peer reviewed

Contact ORBilu