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Prototype articulated joint in connections of the concrete protective barrier

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The work describes methodology of selection of a prototype articulated joint used to connect the segments of the concrete protection barrier. The barrier and the joint have been made according to the original project of the authors of this paper. Dimensions of the component elements of the joint were defined on the basis of numerical calculations in LS-DYNA system, using finite element method. They also allowed to identify places sensible to damage. Based on the project, the experimental tests have been performed for the joint strength to stretching. The tests performed on the resistance machine showed improper technology and poor quality of welds joining individual elements, particularly the bolt with connecting steel. Results of these tests made the basis for introducing the changes to the project. Repeated tests confirmed their rightness. The final evaluation of quality and usefulness of the prototype articulated joint in the connections of movable protection barrier were defined during the crash tests on the test track of the Certified Research Laboratory of the Research Institute for Roads and Bridges. The crash tests were performed for selected collision criteria (TB11 and TB32), normal restrain level (N2), using three passengers cars. Applied concrete barrier test procedures are in accordance with the requirements of national standards, that make the equivalents of the European standards.
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  • Military University of Technology, Faculty of Mechanical Engineering Institute of Motor Vehicles and Transportation Gen. S. Kaliskiego Street 2, 00-908 Warsaw, Poland tel.: +48 22 6839752, fax: +48 22 6837370, wborkowski@wat.edu.pl
Bibliografia
  • [1] Borkowski, W., Hryciów, Z., Rybak P., Wysocki, J., Numerical Simulation of the Standard TB11 and TB32 Tests for a Concrete Safety Barrier, Journal of Kones Vol. 17, No 4, pp. 63- 71, Warszawa 2010.
  • [2] Borkowski, W., Hryciów, Z., Rybak, P., Wysocki, J, - Simulation tests on shaping the working width of the concrete protective systems, Journal of KONES Vol. 17, No 2, pp. 43-50, Warszawa 2010.
  • [3] Borkowski, W., Hryciów, Z., Rybak, P., Wysocki, J, - Experimental crash tests involving passenger cars and the prototype concrete protective barrier. Journal of KONES Vol. 17, No 2, pp. 35-42, Warszawa 2010.
  • [4] Borkowski, W., Hryciów, Z., Rybak, P., Wysocki, J., Ocena wpływu rodzaju podłoża na zachowanie betonowej bariery ochronnej, Górnictwo Odkrywkowe nr 4/2010, Wrocław, 2010.
  • [5] PN-EN 1317-2:2001, Systemy ograniczające drogę - Klasy działania, kryteria przyjęcia badań zderzeniowych i metody badań barier ochronnych.
  • [6] Bligh, R. P., Sheikh, N. M., Menges, W. L., Haug, R. R., Development of Low-Deflection Precast Concrete Barrier, Report 0-4162-3, Project Title: Evaluation of Barrier Systems and Placement Issues, Texas Department of Transportation, Federal Highway Administration, January 2005.
  • [7] Aprobata Techniczna IBDiM nr AT/2005-03-0945, Bariery drogowe ochronne betonowe (żelbetowe), P.V. Prefabet Kluczbork S.A. Wydana przez Instytut Badawczy Dróg i Mostów, Warszawa 2005.
  • [8] Aprobata Techniczna IBDiM nr AT/2004-04-1732, Bariery drogowe ochronne betonowe PREFAMET. PREFAMET Krzeszowice Sp. z o. o. Wydana przez Instytut Badawczy Dróg i Mostów, Warszawa 2004.
  • [9] Große, U., Valtonen, J., Suitable Concrete Barriers for Finland, Laboratory of Highway Engineering, University of Technology, Helsinki 2004.
  • [10] Ostensen, A., Information. Florida DOT Portable Concrete Curb, August 12, 2003.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BUJ8-0008-0021
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