In this paper, the merits of both the generalized conforming element a
nd the semiLoof element are utilized to establish nine-DOF triangular
and 12-DOF rectangular thin-plate bending elements. The element DOFs a
re defined with the conventional displacements at comer nodes and the
semiLoof constraints are used in the formulation. By using the concept
of a generalized conforming element, these elements can pass Irons' p
atch test and accurate results are obtained with a much lower computat
ional effort.