No CrossRef data available.
Article contents
Natural cubic element formulation and infinite domain modelling for potential flow problems
Published online by Cambridge University Press: 17 February 2009
Abstract
Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.
A simple formulation of a 9 df cubic Hermitian finite element for potential flow problems is given, using the interpolation of the BCIZ element and after Argyris, defining natural velocities parallel to the element sides. Consistent loads for body forces are also derived and it is shown that these are necessary to obtain accurate results when body forces are significant. Example problems include those of infinite domains for which simple conditions at infinity are used.
- Type
- Research Article
- Information
- Copyright
- Copyright © Australian Mathematical Society 2003
References
[1]Argyris, J. H., “Triangular elements with linearly varying strain for the matrix displacement method”, J. Roy. Aero. Soc. 69 (1965) 711–713.CrossRefGoogle Scholar
[2]Argyris, J. H., “Three-dimensional anisotropic and inhomogeneous elastic media, matrix analysis for small and large displacements”, Ingenieur Archiv. 31 (1968) 33–55.Google Scholar
[3]Bazeley, G. P., Cheung, Y. K., Irons, B. M. and Zienkiewicz, O. C., “Triangular elements in plate bending. Conforming and nonconforming solutions”, in Proc. 1st Conf. Matrix Methods in Structural Mechanics, (WP AFB, Ohio, 1965).Google Scholar
[4]Brebbia, C. A., The boundary element method for engineers, 2nd ed. (Pentech Press, Plymouth, 1980).Google Scholar
[5]Chung, T. J., Finite element analysis in fluid dynamics (MGraw-Hill, New York, 1979).CrossRefGoogle Scholar
[7]Martin, H. C., “Finite element analysis of fluid flows”, in Proc. 2nd Conf. Matrix Methods in Structural Mechanics, (WP AFB, Ohio, 1968).Google Scholar
[8]Mohr, G. A., Finite elements for solids, fluids, and optimization (OUP, Oxford, 1992).CrossRefGoogle Scholar
[9]Mohr, G. A., “An accurate thin plate finite element”, Comp. Meth. Appl. Mech. Engrg 166 (1998) 341–348.CrossRefGoogle Scholar
[10]Mohr, G. A., “On two equivalent thin plate finite elements”, Commun. Numer. Methods Engng 14 (1998) 271–275.3.0.CO;2-A>CrossRefGoogle Scholar
[11]Mohr, G. A. and Caffin, D. A., “Penalty factors, Lagrange multipliers and basis transformation in the finite element method”, Civil Engng Trans. Instn. Engrs Australia CE27(2) (1985) 174–180.Google Scholar
[12]Mohr, G. A. and Medland, I. C., “On convergence of displacement finite elements, with an application to singularity problems”, Engrg Fract. Mech. 17 (1983) 481–491.CrossRefGoogle Scholar
[13]Mohr, G. A. and Mohr, R. S., “A new thin plate element by basis transformation”, Comput. Struct. 22 (1986) 239–243.CrossRefGoogle Scholar
[14]Mohr, G. A. and Power, A. S., “Elastic boundary conditions for finite elements of infinite and semi-infinite media”, Proc. Instn. Civil Engrs (London) 65 (1978) 675–684.Google Scholar
[15]Pozrikidis, C., Introduction to theoretical and computational fluid dynamics (OUP, New York, 1997).CrossRefGoogle Scholar
[16]Timoshenko, S. P. and Goodier, J. N., Theory of elasticity, 3rd ed. (McGraw-Hill, New York, 1951).Google Scholar
[17]Yuan, S. W., Foundations of fluid mechanics (Prentice-Hall, Englewood-Cliffs, NJ, 1967).Google Scholar
[18]Zienkiewicz, O. C., The finite element method, 3rd ed. (McGraw-Hill, London, 1977).Google Scholar
You have
Access