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Assessment and calculation of the thermal stress state in reinforced concrete elements, taking into account dry-hot climatic conditions

Zulfiya KhodjaevaTashkent University of Architecture and Civil Engineering, Department of Construction engineering, Faculty of Technology, Tashkent, UzbekistanJasurbek ErgashovTashkent University of Architecture and Civil Engineering, Department of Construction engineering, Faculty of Technology, Tashkent, UzbekistanDildora DjalolovaTashkent University of Architecture and Civil Engineering, Department of Construction engineering, Faculty of Technology, Tashkent, UzbekistanAliaskar AzimovTashkent University of Architecture and Civil Engineering, Department of Construction engineering, Faculty of Technology, Tashkent, Uzbekistan
E3S Web of Conferencesjournal2023en
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In the Republic of Uzbekistan great measures are carried out to improve the efficiency of construction production, radically improve the quality of materials and structures, increase the level of their operational reliability, rational use of raw materials, creation of fundamentally new technologies and methods of calculation, design, erection and operation of buildings and structures of different purposes. In connection with this one of the major problems of modern construction is durability and operational reliability of designs, buildings and the constructions erected from ferroconcrete. It is known that the most essential influence on the specified operational parameters of reinforced concrete structures is rendered by temperature-climatic factors of natural environment, especially in regions with dry hot climate. In this article, an improved method of calculation of a reinforced concrete beam taking into account climatic conditions of dry hot climate is proposed.

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