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Estimation of the stress-strain state of orthotropic plates on elastic foundation using the bimoment theory

Makhamatali UsarovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanFurqat UsanovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanDavronbek UsarovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanGulom IsaevInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanE. S. ToshmatovNational Research University - Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, 39 KoriNiyoziy str., 100000 Tashkent, Uzbekistan
E3S Web of Conferencesjournal2023en
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The study is devoted to the development of the bimoment theory and the method for calculating thick plates in the framework of the three-dimensional theory of elasticity. The basic relations and equations of motion of the plate presented are constructed with respect to the forces, moments and bimoments arising from the nonlinearity of the law of distribution of displacements and stresses over the plate thickness. Bending and vibrations of isotropic and orthotropic plates are considered an example of calculations. The resulting solution showed the efficiency and accuracy of the proposed bimoment theory in assessing the stress-strain state of thick plates.

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