Zobrazeno 1 - 10
of 41
pro vyhledávání: '"метод конечного элемента"'
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 4, Pp 273-277 (2018)
It is hard to imagine architecture and construction without large-span shells of various applications and taking into consideration the requests of architects, the new achievements in numeral modeling of the surfaces and introduction of new groups of
Externí odkaz:
https://doaj.org/article/4871c0fb35ac4e41ae4d0817902d13fa
Autor:
E R Filipova
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3, Pp 8-13 (2016)
On the example of existing buildings,the tendency of integrationof thin-walled struc- tures in modern practice can be clearly retraced. The rapid development andthe use of spatial structures became possible due to the existing theories of the calcula
Externí odkaz:
https://doaj.org/article/7cbaded9ccc34e3c857e45e5c1cec3ae
Autor:
S E Zaytsev, V S Safronov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 3-15 (2014)
The paper presents an analytical model estimates the stress-strain state and stability of flat plates with a cutout, built on the basis of the energy method. The results of the calculations and their comparison with the results obtained by the finite
Externí odkaz:
https://doaj.org/article/290a62e659364bbd93cdc690e72a8bd6
Autor:
S N YAKUPOV, I H KIYAMOV
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 76-80 (2014)
Approach of modeling of massive and thin-walled elements of designs of the difficult geometry which has been set in spherical coordinates by three-dimensional final elements is developed. The three-dimensional object is set by parameters of a single
Externí odkaz:
https://doaj.org/article/0f777dee4507455db583ebe21524bfec
Autor:
Никульчиков, Виктор Кенсоринович
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3626::2d8ea3b7104ca4394aed6ac1240bdd0e
http://earchive.tpu.ru/handle/11683/74071
http://earchive.tpu.ru/handle/11683/74071
В статье представлено исследование напряженно-деформированного состояния оригинальной детали вновь разработанной конструкции механи
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3626::39f6758f4843b78034f2f643af2d96e4
http://earchive.tpu.ru/handle/11683/72748
http://earchive.tpu.ru/handle/11683/72748
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 56-62 (2012)
For the determination of the stress-strain state of plates which are under flat loading, a volume finite element with quadrilateral cross-section and with the nodal unknown displacements and their derivatives is used. For a node on the border junctio
Externí odkaz:
https://doaj.org/article/74b6eb388f57428084f90e882344e077
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3, Pp 49-59 (2011)
On the basis of a curvilinear quadrilated finite element the new mode of approximation of fields of displacements is realized, which essence consists that at a stage of approximation of interior magnitudes through nodal unknown of a finite element ac
Externí odkaz:
https://doaj.org/article/734fe8423ed141c4859ecacfa91fcbbc
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 4, Pp 273-277 (2018)
It is hard to imagine architecture and construction without large-span shells of various applications and taking into consideration the requests of architects, the new achievements in numeral modeling of the surfaces and introduction of new groups of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5b8e92ee67619f4420d8a49abaa3f24d
http://journals.rudn.ru/structural-mechanics/article/view/19275
http://journals.rudn.ru/structural-mechanics/article/view/19275
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3 (2010)
The volume finite element is developed for calculation of covers of rotation in shape hexahedron with central unknown persons in a kind a component of a vector of moving and a component tensor strains. For expression the component of a vector of movi
Externí odkaz:
https://doaj.org/article/ce814baf42314047882b65809acd8ed8