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In this paper, numerical analysis of bearing load capacity of steel facade cassettes with special perforation in various geometrical configurations was carried out. Particular attention was focused on the influence analysis of the blade inclination and perforation pattern on the structural behaviour. The mechanical response was tested using two separate types of numerical analysis. First contains the analysis under high temperature using coupled thermal-structural analysis according to the nominal temperature-time External curves. In this study nonlinear physical relationships are taken into account, thus influence of high temperature on material properties is assumed. In order to investigate the wind action influence on the cassettes with respect to different blade inclination, the static was provided. The scope of the study includes the preparation of advanced numerical 3D model of thin-walled steel cassettes K1 produced by “Blachy Pruszynski” company using shell finite elements (FE) in Abaqus program.

Modern design of light steel facades in normal and fire conditions