Modelling nonlinear preloaded multi-bolted systems on the operational state

• Autorzy: Grzejda R.
• Języki publikacji: EN

Abstrakty

EN

Modelling and calculations of asymmetrical multi-bolted connections at the operational stage are presented. The physical model of the joint is based on a flexible flange element that is connected with a flexible support by means of the rigid body bolt models. Between the joined elements, the nonlinear Winkler model of a contact layer is taken into consideration. A computational model of the system is proposed, which makes it possible to analyse the preloaded multi-bolted connections subjected to an eccentric normal load. The results obtained from the sample calculations are presented.

Słowa kluczowe

EN

multi-bolted connection; systemic approach; operational state

• Wydawca: Instytut Podstawowych Problemów Techniki PAN
• Czasopismo: Engineering Transactions
• Rocznik: 2016
• Tom: Vol. 64, iss. 4
• Strony: 525--531
• Opis fizyczny: Bibliogr. 20 poz., rys.

Twórcy

autor

Grzejda R.

• Faculty of Mechanical Engineering and Mechatronics West Pomeranian University of Technology, Szczecin Al. Piastów 19, 70-310 Szczecin, Poland

Bibliografia

• 1. Rino Nelson N., Siva Prasad N., Sealing behavior of twin gasketed flange joints, International Journal of Pressure Vessels and Piping, 138: 45–50, 2016, doi: 10.1016/j.ijpvp.2016.01.001.
• 2. Chen X., Shi G., Finite element analysis and moment resistance of ultra-large capacity end-plate joints, Journal of Constructional Steel Research, 126: 153–162, 2016, doi: 10.1016/j.jcsr.2016.07.013.
• 3. Grimsmo E.L., Clausen A.H., Aalberg A., Langseth M., A numerical study of beamto-column joints subjected to impact, Engineering Structures, 120: 103–115, 2016, doi: 10.1016/j.engstruct.2016.04.031.
• 4. Kalogeropoulos A., Drosopoulos G.A., Stavroulakis G.E., Thermal-stress analysis of a three-dimensional end-plate steel joint, Construction and Building Materials, 29: 619–626, 2012, doi: 10.1016/j.conbuildmat.2011.11.012.
• 5. Ascione F., A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints, Mechanics Research Communications, 37(2): 164–168, 2010, doi: 10.1016/j.mechrescom.2010.01.006.
• 6. Jaya A., Tiong U.H., Clark G., The interaction between corrosion management and structural integrity of aging aircraft, Fatigue & Fracture of Engineering Materials & Structures, 35(1): 64–73, 2012, doi: 10.1111/j.1460-2695.2011.01562.x.
• 7. Sallam H.E.M., El-Sisi A.E.A., Matar E.B., El-Hussieny O.M., Effect of clamping force and friction coefficient on stress intensity factor of cracked lapped joints, Engineering Failure Analysis, 18(6): 1550–1558, 2011, doi: 10.1016/j.engfailanal.2011.05.015.
• 8. Abid M., Khan A., Nash D.H., Hussain M., Wajid H.A., Optimized bolt tightening strategies for gasketed flanged pipe joints of different sizes, International Journal of Pressure Vessels and Piping, 139–140: 22–27, 2016, doi: 10.1016/j.ijpvp.2016.02.022.
• 9. Błachowski B., Gutkowski W., Effect of damaged circular flange-bolted connections on behaviour of tall towers, modelled by multilevel substructuring, Engineering Structures, 111: 93–103, 2016, doi: 10.1016/j.engstruct.2015.12.018.
• 10. Mourya R.K., Banerjee A., Sreedhar B.K., Effect of creep on the failure probability of bolted flange joints, Engineering Failure Analysis, 50: 71–87, 2015, doi: 10.1016/j.engfailanal.2015.01.005.
• 11. Baran E., Akis T., Sen G., Draisawi A., Experimental and numerical analysis of bolted connection in steel transmission towers, Journal of Constructional Steel Research, 121: 253–260, 2016, doi: 10.1016/j.jcsr.2016.02.009.
• 12. Li Z., Soga K., Wang F., Wright P., 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(1): 176–192, 2014, doi: 10.1016/j.tust.2013.12.012.
• 13. Luan Y., Guan Z.-Q., Cheng G.-D., Liu S., A simplified nonlinear dynamic model for the analysis of pipe structures with bolted flange joints, Journal of Sound and Vibration, 331(2): 325–344, 2012, doi: 10.1016/j.jsv.2011.09.002.
• 14. Aguirrebeitia J., Abasolo M., Avil´es R., de Bustos I.F., General static loadcarrying capacity for the design and selection of four contact point slewing bearings: finite element calculations and theoretical model validation, Finite Elements in Analysis and Design, 55: 23–30, 2012, doi: 10.1016/j.finel.2012.02.002.
• 15. Palenica P., Powałka B., Grzejda R., Assessment of modal parameters of a building structure model, [in:] Dynamical Systems: Modelling, Awrejcewicz J. [Ed.], Springer Proceedings in Mathematics & Statistics, 181: 319–325, 2016, doi: 10.1007/978-3-319- 42402-6 25.
• 16. Grzejda R., Modelling nonlinear multi-bolted connections: a case of the assembly condition, Proceedings of the 15th International Scientific Conference “Engineering for Rural Development 2016”, Latvia University of Agriculture, Jelgava, pp. 329–335, 2016.
• 17. Grzejda R., Modelling nonlinear multi-bolted connections: A case of the operational condition, Proceedings of the 15th International Scientific Conference “Engineering for Rural Development 2016”, Latvia University of Agriculture, Jelgava, pp. 336–341, 2016.
• 18. Grzejda R., New method of modelling nonlinear multi-bolted systems, Advances in Mechanics: Theoretical, Computational and Interdisciplinary Issues, Proceedings of the 3rd Polish Congress of Mechanics (PCM) and 21st International Conference on Computer Methods in Mechanics (CMM), CRC Press/Balkema, Leiden, pp. 213–216, 2016.
• 19. Michalak B., Stability of slightly wrinkled plates interacting with an elastic subsoil, Engineering Transactions, 47(3–4): 269–283, 1999.
• 20. Grzejda R., Modelling of bolts in multi-bolted connections using MIDAS NFX, Technical Sciences, 18(1): 61–68, 2015.

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).