Rectangular plate calculation algorithm for static loads with geometric nonlinearity

The aim of this study is to develop an algorithm for calculating rectangular plates statistical loads taking into account geometrical nonlinearity on the basis difference equations method sequential approximations full and partial contact with elastic base. For our study, we used methods: finite elements approximations, theory plate calculation considering large deflections. Results: a method, algorithm, in geometrically nonlinear formulation using (SEA) base have been developed. Conclusion: An has developed computation approximations. It recommended use generalized when action piecewise distributed transverse without consideration interaction Having more compact form recording, solution obtained by them comparable accuracy as version SEA equations.