1968
DOI: 10.1017/s0001925900004546
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The Triangular Equilibrium Element in the Solution of Plate Bending Problems

Abstract: SummaryFurther details are given of a recently developed triangular equilibrium element which is then applied, in conjunction with the complementary energy principle, to the finite element analysis of some plate bending problems. The element is demonstrated to have a straightforward and satisfactory application and to possess advantages over the conventional triangular displacement element.

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Cited by 325 publications
(163 citation statements)
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“…Although both methods work well in approximating the viscosity solution of (1)-(2), the resulting nonlinear algebraic system is very large and costly to compute. The main reason to use the Morley finite element to approximate (6)- (8) is that it has the least number of degrees of freedom on each element for fourth order problems, as its basis functions consist of only quadratic polynomials [24,26,27].…”
mentioning
confidence: 99%
“…Although both methods work well in approximating the viscosity solution of (1)-(2), the resulting nonlinear algebraic system is very large and costly to compute. The main reason to use the Morley finite element to approximate (6)- (8) is that it has the least number of degrees of freedom on each element for fourth order problems, as its basis functions consist of only quadratic polynomials [24,26,27].…”
mentioning
confidence: 99%
“…The P 1 nonconforming finite element [3], different from the Courant element, is a bivariate linear weak spline. The well-known Morley element [3][4][5][6], which is very useful in the study of thin plane bending, is a bivariate quadratic Project was supported by the National Natural Science Foundation of China (No.60533060). weak spline.…”
Section: Introductionmentioning
confidence: 99%
“…As a consequence, nonconforming elements are a widely adopted choice. A well known finite element for the Kirchhoff problem is the Morley element which uses just second order piecewise polynomial functions (see for example [9,14]). …”
Section: Introductionmentioning
confidence: 99%