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contributor authorS. C. Fan
contributor authorM. H. Luah
date accessioned2017-05-08T22:36:39Z
date available2017-05-08T22:36:39Z
date copyrightJune 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A6%281065%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83707
description abstractThis paper presents a spline finite element for bending analysis of thin‐plate structures. A new set of B‐spline shape functions is developed for the interpolation of displacements. The element has nine nodes, in the shape of an arbitrary quadrilateral with biquadratic Lagrangian shape functions for geometric interpolation. The classical Kirchhoffs plate theory is used, and the element is formulated through standard displacement approach. Although in recent years, the use of Reissner‐Mindlin plate theory is more popular among researchers, it is believed that for thin‐plate problems, elements based on Kirchhoff's plate theory is more efficient and reliable. The comparison of numerical results of present element with some highly successful Mindlin‐plate elements have favored the argument. The accuracy and validity of the element have also been investigated through the analysis of a representative set of test problems. It is shown that the use of B‐spline shape functions in general two‐dimensional finite element analysis is promising, and the potentialities of
publisherAmerican Society of Civil Engineers
titleNew Spline Finite Element for Plate Bending
typeJournal Paper
journal volume118
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:6(1065)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
contenttypeFulltext


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