The purpose of this article is to propose a quadrilateral plate bending fin
ite element with eight nodes. An integral representation of the second deri
vatives over the quadrilateral element is developed in terms of the deflect
ion and the normal slopes. This representation allows us to obtain a displa
cement interpolation and consequently expresses the strain energy in terms
of the usual degrees of freedom at the corner and the midside nodes, leadin
g to the computation of an adequate stiffness matrix. Results prove the acc
uracy of the method and the efficiency of an interpolation on an element us
ing integral representations. (C) 1999 Elsevier Science Ltd. All rights res
erved.