Zobrazeno 1 - 6
of 6
pro vyhledávání: '"K. R. Aidemirov"'
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 47, Iss 4, Pp 112-121 (2021)
Objective. A family of multilayer finite elements designed for calculating reinforced concrete slabs and shells of variable thickness is described. The features of the formation of stiffness matrices associated with the variability of the cross-secti
Externí odkaz:
https://doaj.org/article/c4a3ffe2207d42fbaa7d8bcae2fb4d99
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 32, Iss 1, Pp 77-84 (2016)
The way of the account of nonlinearity of deformation of concrete and reinforcement bar and cracking in concrete in finite element analysis of reinforced concrete columns of rectangular section is described. The column is made from solid eight nodes
Externí odkaz:
https://doaj.org/article/4b59e73af16f412e9e6f8bcddac43847
Autor:
V. P. Agapov, K. R. Aidemirov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 41, Iss 2, Pp 112-117 (2016)
Abstract. Considered is the method of calculation of prestressed reinforced concrete farms taking into account physical nonlinearity. Prestress is modeled due to the thermal effect on the core crab. Rating formulae, allowing to define the temperature
Externí odkaz:
https://doaj.org/article/9dc6975b09354fe88d5e3525285e0d4d
Autor:
V. P. Agapov, K. R. Aidemirov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 36, Iss 1, Pp 96-100 (2016)
The features of modeling of reinforced concrete slabs of varying thickness in computer finite element method program PRINS are described. An example of the cantilever reinforced concrete slab, made in this program, is given. Two options section of th
Externí odkaz:
https://doaj.org/article/b5ce244082474109a041705298fb8e96
Autor:
V. P. Agapov, K. R. Aidemirov
Publikováno v:
Vestnik Dagestanskogo Gosudarstvennogo Tehničeskogo Universiteta: Tehničeskie Nauki, Vol 36, Iss 1, Pp 96-100 (2016)
The features of modeling of reinforced concrete slabs of varying thickness in computer finite element method program PRINS are described. An example of the cantilever reinforced concrete slab, made in this program, is given. Two options section of th
Publikováno v:
Vestnik Dagestanskogo Gosudarstvennogo Tehničeskogo Universiteta: Tehničeskie Nauki, Vol 32, Iss 1, Pp 77-84 (2016)
The way of the account of nonlinearity of deformation of concrete and reinforcement bar and cracking in concrete in finite element analysis of reinforced concrete columns of rectangular section is described. The column is made from solid eight nodes