Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Field Researches of Composite Cross-Section Steel-Reinforced Concrete Rods
https://orcid.org/http://orcid.org/0000-0002-3563-2994
The first experiments on steel pipes samples filled with concrete were carried out in 1930, Paris. The first steel-reinforced concrete (pipe-concrete) bridge support was patented at the beginning of the twentieth century in Japan after a major earthquake. In Russia, the first tube-concrete structure in 1935 from a package of forty pipes was used in the construction of the bridge, and in 1940 in the construction of a bridge made of monotone pipe concrete. This report is devoted to the analysis of structural solutions of steel–concrete rods and columns, numerical and field researches of composite cross-section compressed rods. Technical solutions, methods and results of numerical and experimental researches have been analyzed using literary sources. On their analysis, a steel–concrete rod based on tubular concrete was selected, which has the inherent positive properties of both reinforced concrete and metal compressed rods. Numerical and field researches of steel–concrete rods, consisting of bent profiles—in the center of which there is a ring, and on four sides—T-bars, filled both in the center and on the sides with concrete, have been carried out. The report contains the methodology and research results, numerical and field tests results comparison. Satisfactory convergence of numerical and field experiments is shown.
Numerical Field Researches of Composite Cross-Section Steel-Reinforced Concrete Rods
https://orcid.org/http://orcid.org/0000-0002-3563-2994
The first experiments on steel pipes samples filled with concrete were carried out in 1930, Paris. The first steel-reinforced concrete (pipe-concrete) bridge support was patented at the beginning of the twentieth century in Japan after a major earthquake. In Russia, the first tube-concrete structure in 1935 from a package of forty pipes was used in the construction of the bridge, and in 1940 in the construction of a bridge made of monotone pipe concrete. This report is devoted to the analysis of structural solutions of steel–concrete rods and columns, numerical and field researches of composite cross-section compressed rods. Technical solutions, methods and results of numerical and experimental researches have been analyzed using literary sources. On their analysis, a steel–concrete rod based on tubular concrete was selected, which has the inherent positive properties of both reinforced concrete and metal compressed rods. Numerical and field researches of steel–concrete rods, consisting of bent profiles—in the center of which there is a ring, and on four sides—T-bars, filled both in the center and on the sides with concrete, have been carried out. The report contains the methodology and research results, numerical and field tests results comparison. Satisfactory convergence of numerical and field experiments is shown.
Numerical Field Researches of Composite Cross-Section Steel-Reinforced Concrete Rods
https://orcid.org/http://orcid.org/0000-0002-3563-2994
The first experiments on steel pipes samples filled with concrete were carried out in 1930, Paris. The first steel-reinforced concrete (pipe-concrete) bridge support was patented at the beginning of the twentieth century in Japan after a major earthquake. In Russia, the first tube-concrete structure in 1935 from a package of forty pipes was used in the construction of the bridge, and in 1940 in the construction of a bridge made of monotone pipe concrete. This report is devoted to the analysis of structural solutions of steel–concrete rods and columns, numerical and field researches of composite cross-section compressed rods. Technical solutions, methods and results of numerical and experimental researches have been analyzed using literary sources. On their analysis, a steel–concrete rod based on tubular concrete was selected, which has the inherent positive properties of both reinforced concrete and metal compressed rods. Numerical and field researches of steel–concrete rods, consisting of bent profiles—in the center of which there is a ring, and on four sides—T-bars, filled both in the center and on the sides with concrete, have been carried out. The report contains the methodology and research results, numerical and field tests results comparison. Satisfactory convergence of numerical and field experiments is shown.
Numerical Field Researches of Composite Cross-Section Steel-Reinforced Concrete Rods
Lecture Notes in Civil Engineering
Vatin, Nikolai (Herausgeber:in) / Roshchina, Svetlana (Herausgeber:in) / Serdjuks, Dmitrijs (Herausgeber:in) / Zamaliev, Farit (Autor:in)
30.01.2022
18 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Rolled steel in rods of circular section for use in reinforced concrete
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Researches on Concrete and Reinforced Concrete
| NTIS | 1966
Numerical Analysis of Composite Steel-Concrete Columns of Arbitrary Cross Section
| Online Contents | 2005
Numerical Analysis of Composite Steel-Concrete Columns of Arbitrary Cross Section
| British Library Online Contents | 2005