In this paper, a new quadrilateral 5-node plate bending element (HP5) for h
ybrid/mixed finite element method is presented in the global Cartesian coor
dinates by the Hellinger-Reissner functional. This new element is based on
the independent interpolations for displacement and stress. Its convergence
is proven by theory and through detailed numerical investigations. The num
erical studies demonstrate the validity of the resulting new element HP5 an
d show that the present element possesses many ideal qualities, i.e. remark
able convergence for thin and thick plates, a lower sensitivity to geometri
c distortion and invariability to the rotation of coordinates, freedom of s
hear locking phenomenon in the thin plate limit, suppression of spurious ze
ro energy deformation modes, and the accuracy of solution is improved over
that of 4-node hybrid/mixed finite element (HP4). Very good results have be
en obtained for thin and thick plates and show that it is a satisfactory fo
undation of developing h-version and p-version adaptive hybrid/mixed finite
element method. (C) 1999 Elsevier Science B.V. All rights reserved.