In the paper a new method deriving a 2-D model of stressed plate is develop
ed. The advantage of the method is that the 2-D model is derived directly f
rom a 3-D model of elastic body without any simplified assumptions, hypothe
sis. As a result, the method can be applied to both classical uniform homog
eneous plates and non-uniform and/or non-homogeneous plates. It is demonstr
ated that the 2-D plate model describing the buckling can be derived from a
3-D linearized model of stressed body. The new method derives the terms in
corporating initial stresses in 2-D model from asymmetry of coefficients in
constitutive equations of 3-D stressed body. (C) 2000 Elsevier Science Ltd
. All rights reserved.