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FEM modelling of fatigue loaded bolted flange joints

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: The main purpose of this paper is to describe the modelling of large flexible objects in which bolted joints are used and also to present a new FEM calculation methodology of these objects. Design/methodology/approach: In bolted flange joints of flexible constructional elements, bolts are subject not only to tension and torsion but also to bending. Identification of straining of each bolt is only possible by means of numerical methods e.g. the finite element method FEM. In case of large objects, the calculation problem is faithful projection of the phenomena taking place in direct zone of the contact of screw-nut pair. The application of global equivalent models of the whole joint is necessary, to make it possible to precisely determine internal loads in individual bolts and then local models to determine stress fields necessary to assign durability. Calculation methodology based on the construction of two coherent models has been described: global - of an entire flange joint and local - of a single bolt joint. Findings: The elaborated methodology was applied to estimate the flange joint in the heat exchanger with rotating heating surfaces that was subject to damage. The causes of damage of flange joint were found. Practical implications: Used methodology of FEM modelling of bolted flange joints based on two coherent models may be applied for different similar objects. The paper provides detailed description of methodology steps. Originality/value: The described methodology may be successfully applied to the analysis of large objects, however, significant geometric features with dimensions small in relation to dimensions of the whole object. Thanks to the application of to coherent models, it is possible to reflect all essential phenomena in the FEM model, both in the global scale - of the entire object, and local - a significant fragment of the joint.
Rocznik
Strony
69--72
Opis fizyczny
Bibliogr. 16 poz., fot., rys.
Twórcy
autor
autor
Bibliografia
  • [1] T. Takaki, T. Fukuoka, Finite element analyses of bolt-up operations for pipe flange connections, ASME Pressure Vessels and Piping Conference 416 (2001) 141-147.
  • [2] K. Jeong, J.С. Yoon, B.S. Kang, Finite element analysis and modelling of structure with bolted joints, Applied Mathematical Modelling 31/5 (2007) 895-911.
  • [3] M. B. Marshall, R. Lewis, R. S. Dwyer-Joyce, Characterisation of contact pressure distribution in bolted joints, Strain 42/1 (2006) 31-43.
  • [4] K. Urbonas, A. Daniunas, Behaviour of semi-rigid steel beam-to-beam joints under bending and axial forces, Journal of Constructional Steel Research 62/12 (2006) 1244-1249.
  • [5] T. Smolnicki, Physical aspects of coherence of large-size slewing bearings and deformable supporting structures, Wroclaw University of Technology Press, Wroclaw 2002 (in Polish).
  • [6] G.L. Xiong, H. Chen, J.M. Yi, Instability mechanism of a rotating disc subjected to various transverse interactive forces, Journal of Materials Processing Technology 129/1 (2002) 534-538.
  • [7] Y. Li, New research on the stress field of elastic-plastic small deformation problems, Journal of Materials Processing Technology 138/1 (2003) 508-512.
  • [8] D. Lehmann, Nonlinar axis force and bending moment distribution in bolt clamped L-flange, Stahlbau 9 (2003) 653-663 (in German).
  • [9] S. Troup, R.Y Xiao., S.S.J. Moy, Numerical modeling of bolted steel connections, Journal of Constructional Steel Research 46/1 (1998) 269-269.
  • [10] A. Nechache, A.H. Bouzid, Creep analysis of bolted flange joints, International Journal of Pressure Vessels and Piping 84/3 (2007) 185-194.
  • [11] E. Rusiński, J. Czmochowski, T. Smolnicki, Advanced Finie element method for load-carrying structures of machines, Wroclaw University of Technology Press, Wroclaw 2000 (in Polish).
  • [12] A. Dombrowski, FEM calculation clamped flange joints. Interner Bericht WE 60/96. Germanischen Lloyd Hamburg , 1996 (in German).
  • [13] A.M. Harte, D.Mc Cann, Finite element modelling of the semi-rigid behaviour of pultruded FRP connections, Journal of Materials Processing Technology 119/1-3 (2001) 98-103.
  • [14] D. Siminiati, FEM numerical algorithm on contact problem for non-conform elastic bodies, Proceedings of the 11th Scientific International Conference "Achievements in Mechanical and Materials Engineering" AMME’2002, Gliwice - Zakopane, 2002, 495-498.
  • [15] H. Razavi, A. Abolmaali, M. Ghassemieh, Invisible elastic bolt model concept for finite element analysis of bolted connections, Journal of Constructional Steel Research 63/5 (2007) 647-657.
  • [16] X. Feng, L. Zhongqin, L. Shuhui, X. Weili, Study on the influences of geometrical parameters on the formability of stretch curved flanging by numerical simulation, Journal of Materials Processing Technology 145/1 (2004) 93-98.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BOS3-0017-0020
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