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A. Ibrahimbegovic (1993)
Quadrilateral finite elements for analysis of thick and thin platesComputer Methods in Applied Mechanics and Engineering, 110
M. Eisenberg, L. Malvern (1973)
On finite element integration in natural co‐ordinatesInternational Journal for Numerical Methods in Engineering, 7
Y. Long, Juxuan Li, Z. Long, S. Cen (1999)
Area co-ordinates used in quadrilateral elementsCommunications in Numerical Methods in Engineering, 15
S. Weissman, R. Taylor (1990)
Resultant fields for mixed plate bending elementsApplied Mechanics and Engineering, 79
J. Batoz, M. Tahar (1982)
Evaluation of a new quadrilateral thin plate bending elementInternational Journal for Numerical Methods in Engineering, 18
N. Lee, K. Bathe (1993)
Effects of element distortions on the performance of isoparametric elementsInternational Journal for Numerical Methods in Engineering, 36
Chongyu Hua (1990)
An inverse transformation for quadrilateral isoparametric elements: Analysis and applicationFinite Elements in Analysis and Design, 7
B. Irons (1966)
Engineering applications of numerical integration in stiffness methods.AIAA Journal, 4
O. Zienkiewicz, Zhongnian Xu, L. Zeng, A. Samuelsson, N. Wiberg (1993)
Linked interpolation for Reissner-Mindlin plate elements: Part I—A simple quadrilateralInternational Journal for Numerical Methods in Engineering, 36
A. Soh, Long Zhifei, Cen Song (1999)
A Mindlin plate triangular element with improved interpolation based on Timoshenko's beam theoryCommunications in Numerical Methods in Engineering, 15
Z. Long, Juxuan Li, S. Cen, Y. Long (1999)
Some basic formulae for area co-ordinates in quadrilateral elementsCommunications in Numerical Methods in Engineering, 15
(1961)
Structural analysis by the matrix displacement method, Engl
In this paper, the area coordinate method is generalized to formulate quadrilateral elements. The general theory of area coordinate for quadrilateral elements is presented and new quadrilateral elements for membrane and plate bending are formulated by using the area coordinate method.
Advances in Structural Engineering – SAGE
Published: Jan 1, 2001
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