Statická analýza vybrané plošné konstrukce

Abstract

The subject of bachelor thesis is static analysis of thin plates according Kirchhoff’s assumptions. The thesis includes summary of relations for thin plates including derivation of differential equation for the deflections. Differential equation for the deflections is solved by The finite defference method, The Ritz method and The finite element method. Principle of each method is described theoretically and then applied to the example. The thesis is supplemented by probabilistic assessment of thin plates by simulation method SBRA and direct numerical method DOProC.