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A method to determine the tightening sequence for standing rigging of a mast

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article proposes an alternative method to determine the sequence of generation of pre-tension forces in standing rigging of a mast. The proposed approach has been verified on both a virtual simulation experiment and laboratory tests. In this method, the desired tension values are obtained using the influence matrix which allows to calculate the effect of tension change in an individual rope on the tension distribution in the remaining ropes in the system. Unlike the presently used method, in which the desired tension distribution is obtained in a long-lasting iterative proces burdened with relatively large errors of final values, the proposed method makes it possible to achieve the final tension distribution in a finite number of steps. In the case of FEM analyses, the new method can be a useful tool for determining an arbitrary distribution of tension forces in ropes via solving a system of linear equations.
Rocznik
Tom
Strony
47--55
Opis fizyczny
Bibliogr. 19 poz., rys., tab.
Twórcy
  • Gdańsk University of Technology, Gabriela Narutowicza Street 11/12 , 80-233 Poland
  • Gdańsk University of Technology, Gabriela Narutowicza Street 11/12 , 80-233 Poland
Bibliografia
  • 1. DNV GL, Rules for Classification.: Design and construction of large modern yacht rigs, 2016.
  • 2. Lloyd’s Register., Rules and Regulations for the Classification of Ships.: Masts and standing rigging, Part 4, Section 10, 2017.
  • 3. Ślęczka D., Ziemiański L.,: Dynamic response of the mast to rapid break of guy rope (in Polish), Budownictwo i Inżynieria Środowiska, 45, 2007.
  • 4. Grabe G.: The Rig of the “UCA” - Finite element Analysis, University of Applied Sciences, Amsterdam 2004.
  • 5. Grabe G.: The Carbon and PBO Rig for the “sailOvation” - Finite element Analysis, University of Applied Sciences, Kiel.
  • 6. Grabe G.: The Rig of the research sailing yacht “Dyna” Measurements of Forces and FEA, High Performance Yacht Design Conference, Auckland-New Zealand 2002.
  • 7. Rizzo C., Boote D., Scantling of mast and rigging of sail boats: A few hints from a test case to develop improved design procedures, 11th International Symposium on Practical Design of Ships and Other Floating Structures, Brazil 2010.
  • 8. Bentes J., Menezes R., Riera J.: Dynamic response of guyed towers in transmission lines submitted to broken conductors, 9th International Conference on Structural Dynamics, Portugal 2014.
  • 9. Nelofer A., Kumar S.: Finite Element Analysis of Guyed Masts under Seismic Excitation, International Journal of Science and Research 2015.
  • 10. Cuomo A., Zucker H., Dreslin S.: Tower Technician Killed When Guyed Tower Collapsed, Case Report 09NY095, Fatality Assessment and Control Evaluation, New York- USA 2017.
  • 11. Hensley G., Plaut R.: Three-dimensional analysis of the seismic response of guyed masts, Engineering Structures 29, 2006.
  • 12. ADINA R&D Inc. Theory and Modeling Guide, Watertown, MA, USA,2009
  • 13. NX Nastran, Theoretical Manual, 2016.
  • 14. Bureau Veritas, Rules for the Classification and the Certification of Yachts, NR500, 2016
  • 15. Kozioł K., Guyed bar structures: the analysis of dynamic response to exceptional loads (in Polish), Politechnika Krakowska, Kraków 2007.
  • 16. Coria I., Abasolo M., Olaskoaga I., Etxezarreta A., Aguirrebeitia J.: A new methodology for the optimization of bolt tightening sequences for ring type joints, Ocean Engineering 129, 2017, pp.441–450.
  • 17. Yu-wen D., You-yuan W.: A Research to Cable Force Optimizing Calculation of Cable-stayed Arch Bridge, Procedia Engineering 37, 2012, pp.155 – 160.
  • 18. Bradon J., Chaplin C., Ermolaeva N.: Modelling the cabling of rope systems, Engineering Failure Analysis 14, 2007, pp.920–934.
  • 19. Kozak J., Tarełko W.: Case study of masts damage of the sail training vessel POGORIA. Engineering Failure Analysis, Volume 18, Issue 3, 2011, pp.819-827.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9381497b-f93d-41b2-9469-074110ca2d78
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