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Computational models of deformation of elastic-plastic rods – pipelines under repeated-static and dynamic loading with consideration of damage

Field of Science:Mechanical Engineering
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International journal of road and urban infrastructure engineering

International journal of road and urban infrastructure engineering

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ARTICLE ANNOTATION

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The article presents models of elastic-plastic deformation of rods - pipelines under single and cyclic loading, taking into account material damage and interaction with the environment. Based on the deformation theory and the Hamilton-Ostrogradsky variational principle, a system of differential equations for the motion (equilibrium) of rods - pipelines under cyclic loading was obtained. A calculation scheme for underground pipelines under spatial loading, taking into account elastic-plastic interaction, as well as material damage, has been developed. Numerical results for displacement components are presented depending on the number of iterations and loading cycles based on various deformation diagrams. As an illustration, the kinetics of changes in the plasticity zone and material damage are presented.

AUTHORS

A.Abdusattorov

"TOSHKENT DAVLAT TRANSPORT UNIVERSITETI" DAVLAT MUASSASASI

Tags

# plasticity# elasticity# damageability# variable loading# variational principle

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Article Identifiers

ROI:

https://eroi.uz/11.4/A026-831688

DOI:

Not Available

References

Рашидов Т.Р., Хожметов Г.Х. Сейсмостойкость подземных трубопроводов. – Т.: Фан. – 1985. – 152 с.

Рашидов Т.Р., Ишанходжаев А.А. Сейсмостойкость тонкостенных конструкций метрополитена мелкого заложения. –Т: Фан, –1993. –179c.

Гехман А.С., Зайнетдинов Х.Х. Расчет, конструирование и эксплуатация трубопроводов в сейсмических районах. – М.: Стройиздат. – 1988. – 184 С.

Султанов К.С. Волновая теория сейсмостойкости подземных сооружений. – Т: Фан. – 2016. – 392 с.

Соколов В.Г. Колебания, статическая и динамическая устойчивость трубопроводов большого диаметра: Автореф. дис…. докт. техн. наук. –Спб. – 2011. – 36 с.