BUBNOV-GALERKIN METHOD FOR SOLVING DIFFERENTIAL EQUATIONS

BUBNOV-GALERKIN METHOD FOR SOLVING DIFFERENTIAL EQUATIONS

Authors

  • Pirnazarov Gulomjon Farhadovich Tashkent State Transport University
  • Odilova Dildora Shuhrat kizi Tashkent State Transport University

Keywords:

beams, axis, plane, curved axis, rod, beam, structure, cross sections

Abstract

The bend is called flat or straight if the plane of action of the load passes through the main central axis of inertia of the section. As a result of the construction, a plot of the distribution of the bending moment for each section of the beam was obtained, from which the greatest value is visible. Changes in normal and tangential stresses along the length of the beam depend on the values of transverse forces and bending moments. This study allows you to gain skills that will be used in project practice.

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Published

2023-05-26

How to Cite

Farhadovich, P. G. ., & Shuhrat kizi, O. D. . (2023). BUBNOV-GALERKIN METHOD FOR SOLVING DIFFERENTIAL EQUATIONS. Integration Conference on Integration of Pragmalinguistics, Functional Translation Studies and Language Teaching Processes, 219–224. Retrieved from https://conferenceseries.info/index.php/online/article/view/939
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