title: Ð§Ð¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°ÑÐ°Ð´Ð½ÑÑ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²Ð¾ÑÐ½ÑÑ ÐºÐ°ÑÑÐµÑ Ð¸Ð· Ð¼ÐµÑÐ°Ð»Ð»Ð°
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Numerical modeling of facade facing cassettes made of metal
Creators: name: Ð ÑÐ¼ÑÐ½ÑÐµÐ²Ð°, ÐÐ¸ÐºÑÐ¾ÑÐ¸Ñ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2023
Subjects: ÐÐ»ÑÐ¼Ð¸Ð½Ð¸ÐµÐ²ÑÐµ ÑÐ¿Ð»Ð°Ð²Ñ
ÐÐ°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð¤Ð°ÑÐ°Ð´Ñ
ÐÐ±Ð»Ð¸ÑÐ¾Ð²Ð¾ÑÐ½ÑÐµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ Ð¸ Ð¸Ð·Ð´ÐµÐ»Ð¸Ñ
Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÐºÐ°ÑÑÐµÑÐ°
Ð¾ÑÐ¸Ð½ÐºÐ¾Ð²Ð°Ð½Ð½Ð°Ñ ÑÑÐ°Ð»Ñ
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
metal cassette
galvanized steel
bearing capacity

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description: This work is devoted to the development of a numerical model of a hinged facade system with facing by metal cassette based on laboratory tests. To solve these tasks, empirical and theoretical research methods were used, which consisted in conducting laboratory tests and numerical modeling by the finite element method. Based on the results of laboratory tests, boundary conditions were determined for creating a numerical model of metal cassettes made of galvanized steel and aluminum alloy, and graphs of the dependence of panel deflections on the operating load were constructed. According to the obtained graphs, the maximum loads corresponding to the loss of the bearing capacity of metal cassettes because of the panel reaching the maximum deflection were calculated. Static calculation of numerical models of metal cassettes for the action of a uniformly distributed load was performed, verification was performed for checking the panel according to USL and SLS criteria. Based on the results of the calculation, the advantages of using the developed numerical models in the design of hinged facade systems are revealed in comparison with the use of the existing analytical calculation. The developed numerical model can be used to assess the load-bearing capacity of facade cassettes of other dimensions, shapes and types, which is of practical importance in the design of facade structures of buildings and structures. To achieve the results obtained, modern software systems such as SCAD Office and Microsoft Office were used.