BENDING ANALYSIS OF RECTANGULAR MODERATELY THICK PLATES USING SPLINE FINITE-ELEMENT METHOD

Authors
Citation
Pc. Shen et Px. He, BENDING ANALYSIS OF RECTANGULAR MODERATELY THICK PLATES USING SPLINE FINITE-ELEMENT METHOD, Computers & structures, 54(6), 1995, pp. 1023-1029
Citations number
18
Categorie Soggetti
Computer Sciences","Computer Application, Chemistry & Engineering","Computer Science Interdisciplinary Applications","Engineering, Civil
Journal title
ISSN journal
00457949
Volume
54
Issue
6
Year of publication
1995
Pages
1023 - 1029
Database
ISI
SICI code
0045-7949(1995)54:6<1023:BAORMT>2.0.ZU;2-5
Abstract
A bending analysis of rectangular, moderately thick plates with genera l boundary conditions is presented using the spline element method. Th e cubic B spline interpolate functions are used to construct the field function of generalized displacements w, phi(x) and phi(y). The splin e finite element equations are derived based on the potential energy p rinciple. For simplicity, the boundary conditions, which consist of th ree local spline points, are amended to fit specified boundary conditi ons. The shear effect is considered in the formulations. A number of n umerical examples are described for rectangular, moderately thick plat es. Since the cubic B spline interpolate functions have sufficient con tinuity and are piecewise polynomial, so the present numerical solutio ns show not only that the method gives accurate results, but also that the unified solutions of thick and thin plates can be directly obtain ed; the trouble with the so-called shear locking phenomenon does not o ccur here.