Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The paper put forward a thesis that modelling dissymmetric non-linear multi-bolted connections as a system is possible. Modelling of the systems composed of four subsystems on the assembly state was presented. These subsystems included: a couple of joined elements (a flange and a support), a contact layer between them, and bolts. The physical model of the system was described considering the tightening of bolts according to a specific sequence. In this model: the flange and the support were built using spatial finite elements, the contact layer was formed as the non-linear Winkler model, and the bolts were replaced with simplified models made of flexible beams. The calculation model which can be applied to determine the changes in bolt forces, as well as in the normal contact pressure between the joined elements during the tightening of the system and at its end, was presented. The results of sample calculations for the selected multi-bolted system were shown.
Wydawca
Rocznik
Tom
Strony
116--121
Opis fizyczny
Bibliogr. 33 poz., fig., tab.
Twórcy
autor
- Faculty of Mechanical Engineering and Mechatronics, West Pomeranian University of Technology, Szczecin, 19 Piastow Ave., 70-310 Szczecin, Poland
Bibliografia
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- 2. Abid M., Khan A., Nash D.H., Hussain M. and Wajid H.A. Simulation of optimized bolt tightening strategies for gasketed flanged pipe joints. Procedia Engineering, 130, 2015, 204–213.
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- 4. Brunesi E., Nascimbene R. and Rassati G.A. Seismic response of MRFs with partially restrained bolted beam-to-column connections through FE analyses. Journal of Constructional Steel Research, 107, 2015, 37–49.
- 5. Caliskan M. Evaluation of bonded and bolted repair techniques with finite element. Materials & Design, 27(10), 2006, 811–820.
- 6. Chen X. and Shi G. Finite element analysis and moment resistance of ultra-large capacity end-plate joints. Journal of Constructional Steel Research, 126, 2016, 153–162.
- 7. Cho S.-S., Shin C.S., Lee C.S., Chang H. and Lee K.W. Assessment of an engine cylinder head-block joint using finite element analysis. International Journal of Automotive Technology, 11(1), 2010, 75–80.
- 8. Chowdhury N.M., Chiu W.K., Wang J. and Chang P. Experimental and finite element studies of bolted, bonded and hybrid step lap joints of thick carbon fibre/epoxy panels used in aircraft structures. Composites Part B: Engineering, 100, 2016, 68–77.
- 9. Dacko M. and Nowak J. Analysis of blast loaded energy absorbing elements using LS-DYNA and MSC.DYTRAN systems (in Polish). Acta Mechanica et Automatica, 2(1), 2008, 13–20.
- 10. Esmaeili F., Zehsaz M., Chakherlou T.N. and Hasanifard S. Experimental and numerical study of the fatigue strength of double lap bolted joints and the effect of torque tightening on the fatigue life of jointed plates. Transactions of the Indian Institute of Metals, 67(4), 2014, 581–588.
- 11. Gray P.J. and McCarthy C.T. A global bolted joint model for finite element analysis of load distributions in multi-bolt composite joints. Composites Part B: Engineering, 41(4), 2010, 317–325.
- 12. Grzejda R. Designation of a normal stiffness characteristic for a contact joint between elements fastened in a multi-bolted connection. Diagnostyka, 15(2), 2014, 61–64.
- 13. Grzejda R. New method of modelling nonlinear multi-bolted systems. In M. Kleiber, T. Burczyński, K. Wilde, J. Górski, K. Winkelmann, and Ł. Smakosz (Eds.), Advances in Mechanics: Theoretical, Computational and Interdisciplinary Issues. Leiden: CRC Press, 2016, 213–216.
- 14. Grzejda R. Modelling nonlinear multi-bolted systems on the assembly state. Procedia Engineering, 206, 2017, 1808–1812.
- 15. Jakubowski A. and Schmidt H. Numerical investigations on the fatigue-relevant bolt stresses in preloaded ring flange connections with imperfections (in German). Stahlbau, 73(7), 2004, 517–524.
- 16. Karagiannis V., Málaga-Chuquitaype C. and Elghazouli A.Y. Behaviour of hybrid timber beam-to-tubular steel column moment connections. Engineering Structures, 131, 2017, 243–263.
- 17. Kędra R. and Rucka M. Diagnostics of bolted lap joint using guided wave propagation. Diagnostyka, 15(4), 2014, 35–40.
- 18. Kim J., Yoon J.-C. and Kang B.-S. Finite element analysis and modeling of structure with bolted joints. Applied Mathematical Modelling, 31(5), 2007, 895–911.
- 19. Li Z., Soga K., Wang F., Wright P. and Tsuno K. Behaviour of cast-iron tunnel segmental joint from the 3D FE analyses and development of a new bolt-spring model. Tunnelling and Underground Space Technology, 41, 2014, 176–192.
- 20. Liu X.C., He X.N., Wang H.X., Yang Z.W., Pu S.H. and Ailin Z. Bending-shear performance of column-to-column bolted flange connections in prefabricated multi-high-rise steel structures. Journal of Constructional Steel Research, 145, 2018, 28–48.
- 21. Luan Y., Guan Z.-Q., Cheng G.-D. and Liu S. A simplified nonlinear dynamic model for the analysis of pipe structures with bolted flange joints. Journal of Sound and Vibration, 331(2), 2012, 325–344.
- 22. Lupinetti K., Giannini F., Monti M. and Pernot J.-P. Multi-criteria retrieval of CAD assembly models. Journal of Computational Design and Engineering, 5(1), 2018, 41–53.
- 23. Moradi S. and Alam M.S. Multi-criteria optimization of lateral load-drift response of posttensioned steel beam-column connections. Engineering Structures, 130, 2017, 180–197.
- 24. Mourya R.K., Banerjee A. and Sreedhar B.K. Effect of creep on the failure probability of bolted flange joints. Engineering Failure Analysis, 50, 2015, 71–87.
- 25. Palenica P., Powałka B. and Grzejda R. Assessment of modal parameters of a building structure model. Springer Proceedings in Mathematics & Statistics, 181, 2016, 319–325.
- 26. Prinz G.S., Nussbaumer A., Borges L. and Khadka S. Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row. Engineering Structures, 59, 2014, 434–447.
- 27. Qiu M., Yan J., Zhao B., Chen L. and Bai Y. A finite-element analysis of the connecting bolts of slewing bearings based on the orthogonal method. Journal of Mechanical Science and Technology, 26(3), 2012, 883–887.
- 28. Reid J.D. and Hiser N.R. Detailed modeling of bolted joints with slippage. Finite Elements in Analysis and Design, 41(6), 2005, 547–562.
- 29. Sadigh M.A.S. and Marami G. Bearing and cleavage failure simulation of single lap bolted joint using finite element method. Transactions of the Indian Institute of Metals, 69(8), 2016, 1613–1622.
- 30. Smolnicki T. Derlukiewicz D. and Stańco M. Evaluation of load distribution in the superstructure rotation joint of single-bucket caterpillar excavators. Automation in Construction, 17(3), 2008, 218–223.
- 31. Zając K. and Krasoń W. Numerical models for the double suspension spring testing stand (in Polish). Mechanik, 88(5–6), 2015, 434–435.
- 32. Zhang L.Z., Liu Y., Sun J.C., Ma K., Cai R.L. and Guan K.S. Research on the assembly pattern of MMC bolted flange joint. Procedia Engineering, 130, 2015, 193–203.
- 33. Zhao Y., Yang C., Cai L., Shi W. and Liu Z. Surface contact stress-based nonlinear virtual material method for dynamic analysis of bolted joint of machine tool. Precision Engineering, 43, 2016, 230–240.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e1d8399d-fe4b-43b8-ade3-c6d5f3fe1776