Zobrazeno 1 - 10
of 38
pro vyhledávání: '"thin-walled rod"'
Publikováno v:
Journal of Mechanical Engineering, Vol 26, Iss 3, Pp 28-32 (2023)
This paper is dedicated to ensuring the strength of cargo equipment elements of transport aircraft. The strength of rollers of roller conveyors, which are made of standard pressed aluminum tubular profiles or composite tubular elements, is considered
Externí odkaz:
https://doaj.org/article/b75237ab909f4e0fb4f7f73d89033d3b
Numerical analysis of stability of an axially-compressed i-beam rod subjected to constrained torsion
Autor:
Amirshokh Kh. Abdurakhmonov
Publikováno v:
Stroitel’stvo: Nauka i Obrazovanie, Vol 10, Iss 4, Pp 11-27 (2023)
Introduction. Today thin-walled structures are widely used in the construction industry. The analysis of their rigidity, strength and stability is a relevant task which is of particular practical interest. The article addresses a method for the numer
Externí odkaz:
https://doaj.org/article/99c85633bbcb4406949cd951ad3fd3b4
Publikováno v:
E3S Web of Conferences, Vol 410, p 02044 (2023)
Wide application in the construction of thin-walled steel rods of an open profile requires taking into account the peculiarities of the work of load-bearing structural elements under the action of the entire complex of loads. For a number of rod syst
Externí odkaz:
https://doaj.org/article/b2187c2c0f1641e5a29ecf3ee05535a8
Autor:
Dmitrii Urazgildeev, Grigorii Beliy
Publikováno v:
Architecture and Engineering, Vol 2, Iss 2, Pp 37-42 (2017)
The work considers main, most significant scientific works on study of the stability of rods with the curved axis; the issue of the subject matter investigation is examined. A procedure for determining the spatial displacements of curvilinear rods du
Externí odkaz:
https://doaj.org/article/76eb62a51a20407bb3b6df33222ad734
Publikováno v:
Magazine of Civil Engineering, Vol 102, Iss 2, Pp 10201-10201 (2021)
Article is devoted to calculation the bisteel non-central compressed columns from I-shaped profile. The web of I-shaped profile is made of structural steel, the flanges is made from increased-durability steel. The analytical decision used the system
Externí odkaz:
https://doaj.org/article/bfff752c0d5d42ceb5a566110862d6ba
Autor:
M.N. Serazutdinov, M.N. Ubaydulloyev
Publikováno v:
Учёные записки Казанского университета. Серия Физико-математические науки, Vol 157, Iss 1, Pp 141-146 (2015)
This paper presents a variational method for calculation of open profile thin-walled rod systems strengthened under load. The main relations of the method are described. The principal feature of the method is that it is based on the use of deformatio
Externí odkaz:
https://doaj.org/article/cd89c04212b0461e8db1bfb7b9bc2476
Numerical analysis of stability of an axially-compressed i-beam rod subjected to constrained torsion
Autor:
Amirshokh Kh. Abdurakhmonov
Publikováno v:
Stroitel’stvo: Nauka i Obrazovanie, Vol 10, Iss 4, Pp 11-27 (2020)
Introduction. Today thin-walled structures are widely used in the construction industry. The analysis of their rigidity, strength and stability is a relevant task which is of particular practical interest. The article addresses a method for the numer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aadb7245b58ab1015d237d92872a966d
http://www.nso-journal.ru/public/journals/1/issues/2020/04/2305-5502.2020.4.2.pdf
http://www.nso-journal.ru/public/journals/1/issues/2020/04/2305-5502.2020.4.2.pdf
Publikováno v:
Strength of Materials and Theory of Structures; No. 108 (2022); 119-130
Опір матеріалів і теорія споруд; № 108 (2022); 119-130
Опір матеріалів і теорія споруд; № 108 (2022); 119-130
The article contains a brief historical essay on the main ideas for calculating systems composed of thin-walled rods of open profile. The main approaches to the calculation of these systems taking into account the inequality of nodal deplanations are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=scientific_p::86500d9690476a3bb2033ddbc4b01947
http://omtc.knuba.edu.ua/article/view/258946
http://omtc.knuba.edu.ua/article/view/258946
Akademický článek
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Autor:
Alexander Tusnin
Publikováno v:
Procedia Engineering. 150:1673-1679
Structures of the open thin-walled profile are usually designed so to avoid twisting the individual elements. However, for some systems it is impossible to completely prevent twisting due to the torsion of a thin-walled open section, sectional warpin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f61c56b57530a0af2b1759c86ee66c11
https://doi.org/10.1016/j.proeng.2016.07.149
https://doi.org/10.1016/j.proeng.2016.07.149