Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Flexural Strength of Steel-Reinforced Concrete Composite Structural Span Elements
https://orcid.org/http://orcid.org/0000-0002-6138-2757
https://orcid.org/http://orcid.org/0000-0001-7007-1857
The analytical model of calculation of flexural strength of steel-reinforced concrete composite truss (structural) running elements is proposed in the work. This model makes it possible to calculate the strength of the calculated sections of truss run elements taking into account their stress–strain state at the time of maximum bearing capacity. Comparison of experimental test data of steel-reinforced concrete truss beams and elements, which were performed by scientists of the world, with theoretical calculations of the proposed model confirmed the possibility of its use in the practice of their design. The following analytical dependencies can be used to solve two practical problems: checking the flexural strength and designing the optimal cross sections of structural trusses of steel-reinforced concrete running elements.
Flexural Strength of Steel-Reinforced Concrete Composite Structural Span Elements
https://orcid.org/http://orcid.org/0000-0002-6138-2757
https://orcid.org/http://orcid.org/0000-0001-7007-1857
The analytical model of calculation of flexural strength of steel-reinforced concrete composite truss (structural) running elements is proposed in the work. This model makes it possible to calculate the strength of the calculated sections of truss run elements taking into account their stress–strain state at the time of maximum bearing capacity. Comparison of experimental test data of steel-reinforced concrete truss beams and elements, which were performed by scientists of the world, with theoretical calculations of the proposed model confirmed the possibility of its use in the practice of their design. The following analytical dependencies can be used to solve two practical problems: checking the flexural strength and designing the optimal cross sections of structural trusses of steel-reinforced concrete running elements.
Flexural Strength of Steel-Reinforced Concrete Composite Structural Span Elements
https://orcid.org/http://orcid.org/0000-0002-6138-2757
https://orcid.org/http://orcid.org/0000-0001-7007-1857
The analytical model of calculation of flexural strength of steel-reinforced concrete composite truss (structural) running elements is proposed in the work. This model makes it possible to calculate the strength of the calculated sections of truss run elements taking into account their stress–strain state at the time of maximum bearing capacity. Comparison of experimental test data of steel-reinforced concrete truss beams and elements, which were performed by scientists of the world, with theoretical calculations of the proposed model confirmed the possibility of its use in the practice of their design. The following analytical dependencies can be used to solve two practical problems: checking the flexural strength and designing the optimal cross sections of structural trusses of steel-reinforced concrete running elements.
Flexural Strength of Steel-Reinforced Concrete Composite Structural Span Elements
Lecture Notes in Civil Engineering
Onyshchenko, Volodymyr (Herausgeber:in) / Mammadova, Gulchohra (Herausgeber:in) / Sivitska, Svitlana (Herausgeber:in) / Gasimov, Akif (Herausgeber:in) / Galinska, Tatiana (Autor:in) / Ovsii, Dmytro (Autor:in) / Ovsii, Alexandra (Autor:in)
International Conference BUILDING INNOVATIONS ; 2020
Proceedings of the 3rd International Conference on Building Innovations ; Kapitel: 13 ; 131-145
23.09.2021
15 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Flexural Behavior of Composite Reinforced Concrete Elements
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Flexural Behavior of Composite Reinforced Concrete Elements
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Flexural Strength Assessment of Steel Fiber Reinforced Concrete
| British Library Online Contents | 1999
Flexural strength of steel-concrete composite beams
| Engineering Index Backfile | 1965