Florian Fürll

2024

• Load-bearing behavior of prestressed concrete towers with dry horizontal and vertical joints based on warping theoryGötze, M., Fürll, F., Klein, F. & Marx, S., 11 Nov 2024, ReConStruct: Resilient Concrete Structures. Henry, R. S. & Palermo, A. (eds.). Christchurch: fib. The International Federation for Structural Concrete, p. 1703-1713Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution
• Experimental and analytical study on the load-bearing capacity of segmented tower structures with dry joints under combined loadingFürll, F., Klein, F., Hartwig, S., Kang, C., Betz, T. & Marx, S., Oct 2024, In: Structural Concrete. 25, 5, p. 3347-3360, 14 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article
• Development of a new analytical model for circular concrete ring segments with dry joints under combined effectsHartwig, S., Kang, C., Fürll, F., Klein, F., Classen, M. & Marx, S., 17 Sep 2024, In: Structural concreteElectronic (full-text) versionResearch output: Contribution to journal > Research article
• Experimental study on the joint load-bearing behaviour of segmented concrete towers under combined loadingFürll, F., Klein, F., Götze, M., Betz, T. & Marx, S., Jan 2024, In: Journal of Physics: Conference Series. 2767, 4, 042009Electronic (full-text) versionResearch output: Contribution to journal > Conference article
• Experimental investigations on the shear load-bearing behaviour of ground dry jointsSchramm, C., Fürll, F., Birkner, D. & Marx, S., 2024, Proceedings of the 15^th fib International PhD Symposium in Civil Engineering. Budapest: fib. The International Federation for Structural Concrete, p. 955 - 961, 7 p.Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution

2022

• Einfluss von Imperfektionen auf die Fugentragfähigkeit torsionsbeanspruchter KreisringsegmenteFürll, F., Klein, F., Betz, T. & Marx, S., 1 Jul 2022, In: Beton- und Stahlbetonbau. 117, 8, p. 590-599, 10 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article
• Experimental study on the joint bearing behavior of segmented tower structures subjected to normal and bending shear loadsKlein, F., Fürll, F., Betz, T. & Marx, S., 3 Mar 2022, In: Structural concrete. 23, 3, p. 1370-1384, 15 p.Electronic (full-text) versionResearch output: Contribution to journal > Research article