Сибирский федеральный университет

Тип публикации: доклад, тезисы доклада, статья из сборника материалов конференций

Конференция: Modernization, Innovations, Progress: Advanced Technologies in Material Science, Mechanical and Automation Engineering (MIP-III 2021); Krasnoyarsk; Krasnoyarsk

Год издания: 2021

Идентификатор DOI: 10.1088/1757-899X/1155/1/012101

Аннотация: The calculation results of extended elements of structures according to the theory of beam will be correct if the condition for their length is met, which, as is known, should be much more transverse dimensions. The absence of an exact relationship between the transverse dimensions and the length of the beam is caused by the characteristics of the behavior under a load of various types and shapes of cross-sections: open, closed, thin-walled, etc. In this paper, the ratio of the length of the beam to its transverse dimensions is considered, which provides correct results during its static and dynamic loading, as well as during the loss of stability. To do this, two forms of thin-walled cross-sections are selected: circular and rectangular. The problem solution was carried out both analytically and by the finite element method. The results showed that the most stringent requirements are introduced by the theory of stability, according to which the length should be 15 or more times the largest transverse dimension.

Журнал: IOP Conference Series: Materials Science and Engineering

Выпуск журнала: Volume 1155

Номера страниц: 12101

Место издания: Krasnoyarsk

Издатель: IOP Publishing Ltd

• Mityaev A.E. (Siberian Federal University)
• Kudryavtsev I.V. (Siberian Federal University)
• Khomutov M.P. (Kuban State Technological University)
• Brungardt M.V. (Siberian Federal University)
• Kolotov A.V. (Siberian Federal University)

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