Zobrazeno 1 - 10
of 377
pro vyhledávání: '"Strain diagram"'
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 17, Iss 2 (2024)
Abstract In high-rise buildings, high-strength concrete (HSC) columns are often used to reduce cross-sectional dimensions while supporting high loads. However, this design decision may result in structures that are more susceptible to deformation, ra
Externí odkaz:
https://doaj.org/article/195252112c474bbdae0b7cba6da989a5
Publikováno v:
Омский научный вестник, Vol 4 (184), Pp 5-11 (2022)
The paper considers a method for justifying the choice of a corrosion-resistant material for the manufacture of a blowout preventer body based on computer simulation of an elastic-plastic task in the ANSYS Mechanical APDL software. To describe th
Externí odkaz:
https://doaj.org/article/1c4a592242294350a60efe0b98da0959
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 26, Iss 5, Pp 105-114 (2022)
Self-consolidating concrete (SCC) is increasingly used in a number of concrete applications, some of which are highly susceptible to attack by sulfuric acid. This work aimed to study the resistance of a wide range of different SCCs to sulfuric attack
Externí odkaz:
https://doaj.org/article/b1d490dffc464201853e097117580223
Publikováno v:
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, Vol 30, Iss 3, Pp 424-438 (2021)
It is implemented the method of normal rectangular sections slab (shell) reinforced concrete elements strength calculating with flat eccentric tensile strength using the deformation m ethod. The results of the calculation are analyzed for the case of
Externí odkaz:
https://doaj.org/article/69b5e541ee15496abb0b1e137f05ef82
Autor:
Vladimir Travush, Vasily Murashkin
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 18, Iss 4 (2022)
During the reconstruction, or upon expiration of the service life, as well as after external impact, reinforced concrete structures require examination and verification calculations. Existing diagrams of concrete deformation are focused on designing
Externí odkaz:
https://doaj.org/article/ea28483393f44f77b2deae4e81034cd8
Autor:
Marek Vokál, Michal Drahorád
Publikováno v:
Acta Polytechnica, Vol 61, Iss 2, Pp 391-405 (2021)
The article deals with a method for analysing slender masonry columns. The proposed method uses material and geometric non-linearity. Various stress-strain diagrams can be used: linear, linear-plastic, parabolic-plastic, two various parabolic and rig
Externí odkaz:
https://doaj.org/article/18f00ed285d042eeaf71e255bcdac7ba
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Buildings, Vol 12, Iss 11, p 1945 (2022)
Thin sandstone is a widely used building material; however, its compressive behavior is not well understood. Four groups of cylinders were manufactured in a factory to investigate the uniaxial compressive behavior of red sandstone. Uniaxial compressi
Externí odkaz:
https://doaj.org/article/896cb22fc5df47368656f8f7bd0c119e
Publikováno v:
Vestnik Samarskogo Gosudarstvennogo Tehničeskogo Universiteta. Seriâ: Fiziko-Matematičeskie Nauki, Vol 23, Iss 2, Pp 284-303 (2019)
The A. N. Stavrogin's experimental data are observed during triaxial compression of sandstone samples under proportional loading according to T. Karman's scheme. Sandstones have a sufficiently high porosity in the initial state, so their deformation
Externí odkaz:
https://doaj.org/article/7be916b152ca442cb1be745bc6fd72cc