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Tytuł artykułu

Coupled finite volume and finite element method analysis of a complex large-span roof structure

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The main goal of this paper is to present coupled Computational Fluid Dynamics and structural analysis for the precise determination of wind impact on internal forces and deformations of structural elements of a longspan roof structure. The Finite Volume Method (FVM) serves for a solution of the fluid flow problem to model the air flow around the structure, whose results are applied in turn as the boundary tractions in the Finite Element Method problem structural solution for the linear elastostatics with small deformations. The first part is carried out with the use of ANSYS 15.0 computer system, whereas the FEM system Robot supports stress analysis in particular roof members. A comparison of the wind pressure distribution throughout the roof surface shows some differences with respect to that available in the engineering designing codes like Eurocode, which deserves separate further numerical studies. Coupling of these two separate numerical techniques appears to be promising in view of future computational models of stochastic nature in large scale structural systems due to the stochastic perturbation method.
Rocznik
Strony
995--1017
Opis fizyczny
Bibliogr. 33 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Structural Mechanics Faculty of Civil Engineering, Architecture and Environmental Engineering Technical University of Łódź Al. Politechniki 6, 90-924 Łódź, POLAND
autor
  • Department of Structural Mechanics Faculty of Civil Engineering, Architecture and Environmental Engineering Technical University of Łódź Al. Politechniki 6, 90-924 Łódź, POLAND
autor
  • Department of Structural Mechanics Faculty of Civil Engineering, Architecture and Environmental Engineering Technical University of Łódź Al. Politechniki 6, 90-924 Łódź, POLAND
Bibliografia
  • [1] Editorial (2013): CFD simulation of pedestrian-level wind conditions around buildings: Past achievements and prospects. – Journal of Wind Engineering and Industrial Aerodynamics, vol.121, pp.138-145.
  • [2] Mak C.M., Niu J.L., Lee C.T. and Chan K.F. (2007): A numerical simulation of wing walls using computational fluid dynamics. – Energy and Buildings, vol.39, pp.995-1002.
  • [3] Blocken B. and Carmeliet J. (2007): Validation of CFD simulations of wind-driven rain on a low rise building façade. – Building and Environment, vol.42, pp.2530-2548.
  • [4] Chavez M., Hajra B., Stathopoulos T. and Bahloul A. (2011): Near field pollutant dispersion in the butli environment by CFD and wind tunnel simulations. – Journal of Wind Engineering and Industrial Aerodynamics, vol.99, pp.330-339.
  • [5] Huang S. et al. (2007): Numerical evaluation of wind effects on a tall steel building by the CFD. – Journal of Constructional Steel Research, vol.63, pp.612-627.
  • [6] Menter F.R. (2011): Turbulence modeling for engineering flows. – A Technical Paper from ANSYS. - Inc, pp.1-25.
  • [7] Chung T.J. (2010): Computational Fluid Dynamics. – Cambridge University Press.
  • [8] Ferziger J.H. and Perić M. (2002): Computational Methods for Fluid Dynamics. – Germany: Springer-Verlag, Berlin-Heidelberg.
  • [9] Flaga A. (2008): Wind Engineering. Fundamentals and Applications (in Polish). – Warsaw, Poland: Arkady.
  • [10] Vizotto I. and Ferreira A.M. (2015): Wind force coefficients on hexagonal free form shell. – Engineering Structures, vol.83, pp.17-29.
  • [11] Kamiński M. (2013): The Stochastic Perturbation Methods for Computational Mechanics. – Chichester: Wiley.
  • [12] Zhang Y., Habashi W.G. and Khurram R.A. (2015): Predicting wind - induced vibrations of high-rise buildings using unsteady CFD and modal analysis. – Journal of Wind Engineering and Industrial Aerodynamics, vol.136, pp.165-179.
  • [13] Hoof van T., M. Blocken and Harten van M. (2011): 3D CFD simulation of wind flow and wind-driven rain shelter in sports stadia: Influence of stadium geometry. – Building and Environment, vol.46, pp.22-37.
  • [14] Blocken B. and Persoon J. (2009): Pedestrian wind comfort around a large football stadium in an Urban environment: CFD simulation, validation and application of the new Dutch wind nuisance standard. – Journal of Wind Engineering and Industrial Aerodynamics, vol.97, pp.255-270.
  • [15] Blocken B., Janssen W.D. and Hoof van T. (2012): CFD simulation for pedestrian wind comfort and wind safety in urban areas: General decision framework and case study for the Eindhoven University campus. – Environmental Modelling & Software, vol.30, pp.15-34.
  • [16] Oggiano L. (2014): CFD simulations of the NTNU wind turbine rotor and comparison with experiments. – Renewable Energy Research Conference, vol.58, pp.111-116.
  • [17] Li Y., Castro A., Sinokrot T., Prescott W. and Carrica P. (2015): Coupled multi-body dynamics and CFD for wind turbine simulation including explicit wind turbulence. – Renewable Energy, vol.76, pp.338-361.
  • [18] Tominaga Y., Shin-ichi Akabayashi, Takuya Kitahara and Yuki Arinami (2015): Air flow around isolated gableroof buildings with different roof pitches: Wind tunnel experiments and CFD simulations. – Building and Environment, vol.84, pp.204-213.
  • [19] Montazeri H. and Blocken B. (2013): CFD simulation of wind-induced pressure coefficients on buildings with and without balconies: Validation and sensitivity analysis. – Building and Environment, vol.60, pp.137-149.
  • [20] Kamiński, M. and Ossowski, R. L. (2009): The Stochastic perturbation – based Finite Volume Method for the flow problems. – Journal of Technical Physics, vol.50, No.1, pp.297-315.
  • [21] Kamiński M. (2001): Stochastic problem of viscous incompressible fluid flow with heat transfer. – Zeitschrift für Angewandte Mathematik und Mechanik, vol.81, No.12, pp.827-837.
  • [22] Cueto – Felgueroso L. and Peraire J. (2008): A time - adaptive Finite Volume Method for the Cahn-Hilliard and Kuramoto – Sivashinsky equations. – Journal of Computational Physics, vol.227, pp.9985-10017.
  • [23] Durany J., Pereira J. and Varas F. (2006): A cell-vertex finite volume method for thermo-hydrodynamic problems in lubrication theory. – Computer Methods in Applied Mechanics and Engineering, vol.195, pp.5949-5961.
  • [24] Fallah, N. (2004): A cell vertex and cell-centered finite volume method for plate bending analysis. – Komputer Methods in Applied Mechanics and Engineering, vol.193, pp.3457-3470.
  • [25] Kamiński M. and Carey G.F. (2005): Stochastic perturbation-based finite element approach to fluid flow problems. – International Journal of Numerical Methods in Heat and Fluid Flow, vol.15, No.7, pp.671-697.
  • [26] Kamiński M. and Ossowski R.L. (2009): The Stochastic perturbation – based Finite Volume Method for the flow problems. – Journal of Technical Physics, vol.50, No.1, pp.297-315.
  • [27] Stacharska–Targosz J. and Chmielowiec M. (2008): Application of finite volume method for numerical calculations of the cross flow fan performance curves. – Archives of Thermodynamics, vol.29, No.2, pp.3-20.
  • [28] Zienkiewicz O.C. and Taylor R.L. (2005): The Finite Element Method for Fluid Dynamics. – Amsterdam: Elsevier.
  • [29] Eurocode 1 (2008): Actions on structures, Part 1-4: General actions - Wind actions. – Warsaw.
  • [30] Franke, J. (edr.) (2004): Recommendations on the Use of CFD in Wind Engineering. – Brussels.
  • [31] Eurocode 1 (2005): Actions on structures, Part 1-3: General actions - Snow actions. – Warsaw.
  • [32] Eurocode 0 (2004): Basis of structural design. – Warsaw.
  • [33] Wolf J.P. (2003): The Scaled Boundary Finite Element Method. – Chichester: Wiley.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2b2f13c0-f799-4213-960c-5d8219ff475b
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