Abstract
This chapter introduces new concepts for developing the quadrilateral finite element models. Firstly, the quadrilateral area coordinate system (QACM-I) with four coordinate components, which is a generalization of the triangular area coordinate method, is systematically established in detail. Then, on the basis of the QACM-I, another quadrilateral area coordinate system (QACM-II) with only two coordinate components is also proposed. These new coordinate systems provide the theoretical bases for the construction of new quadrilateral element models insensitive to mesh distortion, which will be introduced in Chap. 17.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Long YQ, Li JX, Long ZF, Cen S (1997) Area-coordinate theory for quadrilateral elements. Gong Cheng Li Xue / Engineering Mechanics 14(3): 1–11 (in Chinese)
Long ZF, Li JX, Cen S, Long YQ (1997) Differential and integral formulas for area coordinates in quadrilateral element. Gong Cheng Li Xue / Engineering Mechanics 14(3): 12–22 (in Chinese)
Long YQ, Li JX, Long ZF, Cen S (1999) Area coordinates used in quadrilateral elements. Communications in Numerical Methods in Engineering 15(8): 533–545
Long ZF, Li JX, Cen S, Long YQ (1999) Some basic formulae for Area coordinates used in quadrilateral elements. Communications in Numerical Methods in Engineering 15(12): 841–852
Long YQ, Long ZF, Cen S (1999) Method of area coordinate—from triangular to quadrilateral elements. In: Long YQ (ed): The proceedings of the first international conference on structural engineering (Invited paper). China, KunMing, pp57–66
Long YQ, Long ZF, Cen S (2001) Method of area coordinate—from triangular to quadrilateral elements. Advances in Structural Engineering 4(1): 1–11
Chen XM, Cen S, Long YQ, Fu XR (2007) A two-component area coordinate method for quadrilateral elements. Gong Cheng Li Xue / Engineering Mechanics 24(Sup. I): 32–35 (in Chinese)
Chen XM, Cen S, Fu XR, Long YQ (2008) A new quadrilateral area coordinate method (QACM-II) for developing quadrilateral finite element models. International Journal for Numerical Methods in Engineering 73(13): 1911–1941
Taig IC (1961) Structural analysis by the matrix displacement method. Engl. Electric Aviation Report No. S017
Irons BM (1966) Engineering application of numerical integration in stiffness method. AIAA Journal 14: 2035–2037
Hua C (1990) An inverse transformation for quadrilateral isoparametric elements: analysis and application. Finite Elements in Analysis and Design 7: 159–166
Lee NS, Bathe KJ (1993) Effects of element distortions on the performance of isoparametric elements. International Journal in Numerical Methods in Engineering 36: 3553–3576
Mertie JB (1964) Transformation of trilinear and quadriplanar coordinates to and from Cartesian coordinates. The American Mineralogist 49(7/8): 926–936
Eisenberg MA, Malvern LE (1973) On finite element integration in natural coordinates. International Journal in Numerical Methods in Engineering 7(4): 574–575
Zhong ZH (1993) Finite element procedures for contact-impact problems. Oxford University Press, Oxford
Long YQ, Long ZF, Wang L (2009) The third version of area coordinate systems for quadrilateral elements. Gong Cheng Li Xue / Engineering Mechanics 26(2): 1–5 (in Chinese)
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 2009 Tsinghua University Press, Beijing and Springer-Verlag GmbH Berlin Heidelberg
About this chapter
Cite this chapter
Long, YQ., Cen, S., Long, ZF. (2009). Quadrilateral Area Coordinate Systems, Part I — Theory and Formulae. In: Advanced Finite Element Method in Structural Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-00316-5_16
Download citation
DOI: https://doi.org/10.1007/978-3-642-00316-5_16
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-00315-8
Online ISBN: 978-3-642-00316-5
eBook Packages: EngineeringEngineering (R0)