PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

The evolution of the shape of composite dowels

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Composite dowels have opened new possibilities for engineers designing composite structures. The fundamental and most important characteristic of composite dowels is the shape of the cutting line. It is important to understand why only one particular shape of the cutting line is used in bridge engineering, while so many different shapes have been investigated by many researchers. The essential part of the process of developing composite dowels – the development of the shape of the cutting line – is presented in this paper. The influence of the steel web thickness is presented, and technological problems of steel fabrication are highlighted. The role of empirical experience from the first bridges, push-out tests, and finite element simulations is presented. Assumptions for numerical procedures are given. The distinction between the steel failure and concrete failure modes is introduced for composite dowels. The paper presents how the concept of “shape” was divided into “shape,” “ratio,” and finally “size,” and how, because of the fatigue problems in bridges, all the three factors have emerged to result in the form of shapes that can satisfy the requirements for bridges. Research leading to the invention of the first version of the clothoidal shape is presented.
Wydawca
Rocznik
Strony
296--316
Opis fizyczny
Bibliogr. 60 poz., rys.
Twórcy
  • Faculty of Civil Engineering, Wrocław University of Science and Technology, Poland
  • Faculty of Civil Engineering, Department for Steel and Composite Structures, University of Applied Sciences, Potsdam, Germany
  • Cerema, INFRASTRUCTURES DE TRANSPORT
Bibliografia
  • [1] Lorenc W., Ignatowicz R., Kubica E., Seidl G. Numerical model of shear connection by concrete dowels. Recent Developments in Structural Engineering Mechanics and Computation, Millpress 2007, Rotterdam, Netherlands.
  • [2] Seidl G., Hierl M., Breu M., Mensinger M., Stambuk M. Segmentbrücke Greißelbach als Stahlverbundbrücke ohne Abdichtung und Asphalt. Stahlbau 85 (2016), Heft 2, 126–136.
  • [3] M. Kopp et al. Composite dowels as shear connectors for composite beams – Background to the design concept for static loading. Journal of Constructional Steel Research 147 (2018) 488–503
  • [4] Berthellemy J, Hechler O, Lorenc W, Seidl G, Viefhues E. Premiers résultats du projetde recherche européen Precobeam de connexion par découped’une tôle. Construct Metallique, 2009;46 (3):3–26.
  • [5] Lorenc W. Nośność ciągłych łączników otwartych w zespolonych konstrukcjach stalowo-betonowych (The design concept for the steel part of composite dowel shear connection in steel–concrete composite structures). Publishing Office of Wrocław University of Technology; 2011.
  • [6] Lorenc W. The design concept for the steel part of a composite dowel shear connection, Steel Construction 9 (2016), No. 2, 89–97
  • [7] Seidl G., Viefhues E., Berthellemy J., Mangerig I., Wagner R., Lorenc W., Kożuch M., Franssen J.M., Janssen D., Ikäheimonen J., Lundmark R., Hechler O., Popa N. RFCS research project PrEco-Beam : Prefabricated enduring composite beams based on innovative shear transmission. EUR 25321 EN. Brussels, European Commission, 2013. http://bookshop.europa.eu/pl/prefabricated-enduring-composite-beams-based-on-innovative-shear-transmission-preco-beam--pbKINA25321
  • [8] Seidl G., Popa N., Zanon R., Lorenc W., Kożuch M., Rowiński S., Franssen J.-M., Fohn T., Hermosilla C., Farhang A., Nüsse G. RFCS dissemination knowledge project PRECO+: Prefabricated Enduring Composite Beams based on Innovative Shear Transmission, RFS2-CT-2011-00026 „PRECO+” design guide available for free at: http://www.stb.rwth-aachen.de/projekte/2005/INTAB/downloadPreco.php.
  • [9] Petraschek T., Fink J., Shear force capacity of a crown dowel - models for calculation. EUROSTEEL 2008, 3–5 September, Graz, Austria.
  • [10] Alves A.R. et al. Prospective study on the behaviour of composite beams with an indentedshear connector. Journal of Constructional Steel Research 148 (2018) 508–524
  • [11] Zapfe, C.: Trag- und Verformungsverhalten von Verbundträgern mit Betondübeln zur Übertragung der Längsschubkräfte, Dissertation am Institut für Konstruktiven Ingenieurbau, Universität der Bundeswehr, München, 2001.
  • [12] Seidl G., Stambuk M., Lorenc W., Kołakowski T., Petzek E., Wirtschaftliche Verbundbauweisen im Brückenbau - Bauweisen mit Verbunddübelleisten. Stahlbau 82 (2013), Heft 7: 510–521.
  • [13] Lorenc W., Kożuch M., Rowiński S. The behaviour of puzzle-shaped composite dowels. Pt. 1, Experimental study. Journal of Constructional Steel Research. 2014, vol. 101, s. 482–499.
  • [14] Lorenc W., Kożuch M., Rowiński S. The behaviour of puzzle-shaped composite dowels. Pt. 2, Theoretical investigations. Journal of Constructional Steel Research. 2014, vol. 101, s. 500–518.
  • [15] Lorenc W., Kubica E., Kożuch M. Testing procedures in evaluation of resistance of innovative shear connection with composite dowels. Archives of Civil and Mechanical Engineering Volume 10, Issue 3, 2010, Pages 51–63
  • [16] Allgemeine bauaufsichtliche Zulassung der Verbunddübelleiste, No. Z-26.4-56, Deutsches Institut für Bautechnik, Berlin, 2013.
  • [17] Feldmann, M., et al: Neue Systeme für Stahlverbundbrücken – Verbundfertigteilträger aus hochfesten Werkstoffen und innovativen Verbundmitteln. Research report, FOSTA P804, Düsseldorf, 2012.
  • [18] Seidl G., Mensinger M., Koch E., Hugle F., Eisenbahnuberfuhrung Simmerbach - Pilot-projekt in VFT-Rail-Bauweise mit externer Bewehrung. Stahlbau 81 (2012), Heft 2.
  • [19] Kożuch M. Rowinski S. Elastic behaviour of the steel part of a shear connection with MCL composite dowels. Steel Construction 9 (2016), No. 2, 107–114.
  • [20] Lorenc W. The model for a general composite section resulting from the introduction of composite dowels. Steel Construction 10 (2017):154–167.
  • [21] Kopp M. Pak D. Feldmann M. Effects of transverse tension load on the static capacity and fatigue resistance of composite dowels, Steel Construction 9 (2016), No. 2, 115–121.
  • [22] Berthellemy J., Lorenc W., Mensinger M., Rauscher S., Seidl G., Zum Tragverhalten von Verbunddübeln, Teil 1: Tragverhalten unter statischer Belastung. Stahlbau 80 (2011), Heft 3: 172–184.
  • [23] Feldmann M., Kopp M., Pak D. Composite dowels as shear connectors for composite beams – background to the German technical approval, Steel Construction 9 (2016), No. 2 80–88.
  • [24] Berthellemy J., Lorenc W., Mensinger M., Ndogmo J., Seidl G., Zum Tragverhalten von Verbunddübeln, Teil 2: Ermüdungsverhalten. Stahlbau 80 (2011), Heft 4: 256–267.
  • [25] Lorenc W., Kożuch M., Seidl G., Zur Grenztragfähigkeit von Verbunddübeln mit Klothoidenform. Stahlbau 82 (2013), Heft 3: 196–207.
  • [26] Lorenc, W. Coherent mechanical model of steel dowels in shear connection by composite dowels. VI sympozjon KOMPOZYTY. KONSTRUKCJE WARSTWOWE. PTMTS 2012, Wrocław-Srebrna Góra 2012.10.08-2012.10.10.
  • [27] Dudziński W., Pękalski G., Harnatkiewicz P., Kopczyński A., Lorenc W., Kożuch M., Rowiński S. Study on fatigue cracks in steel-concrete shear connection with composite dowels. Archives of Civil And Mechanical Engineering, Vol. XI 2011 No. 4, 839–858.
  • [28] Kożuch M. Rowinski S. Elastic behaviour of the steel part of a shear connection with MCL composite dowels. Steel Construction 9 (2016), No. 2, 107–114.
  • [29] Heinemeyer, S. Zum Trag- und Verformungsverhalten von Verbundträgern aus ultrahochfestem Beton mit Verbundleisten. Dissertation, Institut für Massivbau, RWTH Aachen, 2011.
  • [30] Seidl, G. Verhalten und Tragfähigkeit von Verbunddübeln in Stahlbetonverbundträgern, Dissertation, Raport serii PRE nr. 4/2009, Wrocław University of Technology, 2009.
  • [31] Lorenc W. Non-linear behaviour of steel dowels in shear connections with composite dowels: design models and approach using finite elements. Steel Construction 9 (2016), No. 2, 98–106.
  • [32] M. Feldmann, F. Möller, S. Möller, P. Collin, R. Hällmark, O. Kerokoski, M. Kożuch, W. Lorenc, S. Rowiński, P. Collin, R. Hällmark, M. Nilsson, L. Åström, B. Norlin, G. Seidl, T. Hehne, O. Hoyer, M. Stambuk, T. Harju. RFCS research project ELEM: Composite bridges with prefabricated decks (ELEM). Brussels, European Commission, 2013.
  • [33] Luo G., Mensinger M., Näßl A., Seidl G, The influence of the pull-out effect on the load-bearing behaviour of external reinforcement elements. 2014 10th JGBS
  • [34] M. Classen, J. Hegger Assessing the pry-out resistance of open rib shear connectors in cracked concrete – Engineering model with aggregate interlock. Engineering Structures 148 (2017) 254–262.
  • [35] M. Classen, J. Hegger Shear-slip behaviour and ductility of composite dowel connectors with pry-out failure. Engineering Structures 150 (2017) 428–437.
  • [36] Pak D., Kopp M., Feldmann M., Seidl G. Condition monitoring of VFT-Rail® slab-track railway bridges. Steel Construction 9 (2016), No. 3, 170–178.
  • [37] Simon P., Hrdlicka L., Dráb A., Zverina V. A composite dowel bridge in the Czech Republic, Steel Construction 9 (2016), No. 3, 191–199.
  • [38] Petzek E., Schmitt V., Metes E., Ispasoiu G., Turcan A. Romanian projects and integral bridge solutions based on composite dowels. Steel Construction 9 (2016), No. 3, 161–169.
  • [39] Berthellemy J., Schavits D., Erre C. Crossing motorways under traffic without intermediate piers. Steel Construction 9 (2016), No. 3, 200–206.
  • [40] Popa N., Pak D., Schillo N., Seidl G., Scherpe M., Bancila R., Petzek E., Lorenc W., Charszla K., Piwoński J., Arabczyk P., Bartoszewski P. RFCS implementation project ECOBRIDGE: Demonstration of economical bridge solutions based on innovative composite dowels and integrated abutments. EUR 27186 EN. Brussels, European Commission, 2015
  • [41] Lorenc W., Kołakowski T., Hukowicz A., Seidl G. Verbundbrücke bei Elbląg Weiterentwicklung der VFT-WIB-Bauweise. Stahlbau 86 (2017), Heft 2.
  • [42] Feldmann M., Pak D., Kopp M., Schillo N., Wirth T., Seidl G., Mensinger M., Koch E. Eisenbahnüberführung Simmerbach. Feldmessungen der Verbunddübel und der Schienenstützpunkte am VFT-Rail®. Stahlbau 81 (2012), Heft 10, 737–747.
  • [43] Fink J., Petraschek Th., Ondris L., Push-Out Test Parametric Simulation Study of a New Sheet-Type ShearConnector, in: Projekte an den zentralen Applikationsservern, Berichte 2006, Zentraler Informatikdienst (ZID) der Technischen Universität Wien, Wien 2007, s. 131–153, http://www.zid.tuwien.ac.at/projekte
  • [44] Heinemeyer S., Zum Trag- und Verformungsverhalten von Verbundträgern aus ultrahochfestem Beton mit Verbundleisten. (PhD dissertation), Rheinisch-Westfälischen Technischen Hochschule Aachen, 2011.
  • [45] Harnatkiewicz P., Kopczyński A., Kożuch M., Lorenc W. EFA Research on fatigue cracks in composite dowel shear connection. Engineering Failure Analysis 18(5):1279–1294 • July 2011
  • [46] Hegger J., Rauscher S., Shear Connectors in Steel Fibre Reinforced Ultra High Performance Concrete, Proceedings ICSCS 07, Manchester, UK
  • [47] Untersuchungen zum Trag- und Verformungsverhalten von Verbundmitteln unter ruhender und nichtruhender Belastung bei Verwendung hochfester Werkstoffe, AiF 13867N, FOSTA P621, Abschlussbericht 2007, RWTH Aachen
  • [48] Hechler O., Lorenc W., Seidl G., Viefhues E., Continuous shear connectors in bridge construction, “Composite Construction VI conference” USA, Colorado 2008
  • [49] Untersuchungen zum Trag- und Verformungsverhalten von Verbundmitteln unter ruhender und nichtruhender Belastung bei Verwendung hochfester Werkstoffe, AiF 13867N, FOSTA P621, Abschlussbericht 2007, RWTH Aachen
  • [50] Schmitt V., Seidl G., Hever M., Zapfe C.: Verbundbrücke Pöcking – Innovative VFT-Träger mit Betondübeln, Stahlbau 06/2004
  • [51] Fink J., Petraschek T. Neubau der Straßenbrücke bei Vigaun. Versuchsbericht TU Wien im Auftrag der Österreichischen Bundesbahnen, Linz und Schmitt Stumpf Frühauf und Partner, München; Wien Oktober 2006
  • [52] Banfi M., The next generation of Eurocode 4. EUROSTEEL 2017, September 13–15, 2017, Copenhagen, Denmark
  • [53] Leonhardt, F. et al. Neues, vorteilhaftes Verbundmittel für Stahlverbund-Tragwerke mit hoher Dauerfestigkeit. Beton- und Stahlbetonbau 82 (1987), S. 325–331.
  • [54] Wurzer, O. Zur Tragfähigkeit von Betondübeln. Dissertation, München, Universität der Bundeswehr, Institut für Konstruktiven Ingenieurbau, 1997.
  • [55] Kurrer K-E., The History of the Theory of Structures. Searching for Equlibrium. Ernst & Sohn, Berlin 2018.
  • [56] Kuhlmann, U. Stahlbau-Kalender 2018, April 2018, Erns&Sohn.
  • [57] Lorenc W. Composite dowels: the way to the new forms of steel-concrete composite structures. IABSE 2020, Syposium 20–22 May 2020. Synergy of Culture and Civil Engineering – History and Challenges.
  • [58] Lorenc W., Kożuch M., The behaviour of clothoid-shaped composite dowels: Experimental and numerical investigations. Journal of Constructional Steel Research 167 (2020)
  • [59] Lorenc W. Concrete failure of composite dowels under cyclic loading during full-scale tests of beams for the “Wierna Rzeka” bridge. Engineering Structures 209 (2020) https://doi.org/10.1016/j.engstruct.2020.110199
  • [60] Bukała G., Giergowicz A., Kołakowski T., Lorenc W. Przebudowa mostu kolejowego z zastosowaniem przęseł VFT-WIB®. Inżynieria i Budownictwo. 2011, nr 4, s. 187–190. (in Polish)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-612c1540-e006-4740-905a-eae730ec7ea8
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.