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A platform for research: civil engineering, architecture and urbanism
Design of Reinforced Concrete Members Taking into Account the Influence of Biaxial Bending
https://orcid.org/http://orcid.org/0000-0002-5654-5849
https://orcid.org/http://orcid.org/0000-0003-2214-3128
https://orcid.org/http://orcid.org/0000-0002-2154-1012
The majority of reinforced concrete members are subjected to biaxial bending due to influence of many factors of constructive, technological and operational character. As a rule, a complex stress–strain state is led to a special case. This approach leads to a distortion of the true picture of the reinforced concrete member in conditions of complex loads. One of the ways to eliminate the existing problem is to introduce into the theory of calculation the complex reinforced concrete deformation model using complete stress–strain diagrams of materials. This will allow to objectively taking into account the full range of physical and mechanical properties of concrete and reinforcement. The development of the deformation model, which would equivalently reflect the patterns of phenomena occurring during the load deformation of reinforced concrete members at the critical capacity of their components depending on various factors, is an urgent problem. Its solution will make it possible to obtain effective design solutions for structural systems of buildings, to solve problems in a closed form.
Design of Reinforced Concrete Members Taking into Account the Influence of Biaxial Bending
https://orcid.org/http://orcid.org/0000-0002-5654-5849
https://orcid.org/http://orcid.org/0000-0003-2214-3128
https://orcid.org/http://orcid.org/0000-0002-2154-1012
The majority of reinforced concrete members are subjected to biaxial bending due to influence of many factors of constructive, technological and operational character. As a rule, a complex stress–strain state is led to a special case. This approach leads to a distortion of the true picture of the reinforced concrete member in conditions of complex loads. One of the ways to eliminate the existing problem is to introduce into the theory of calculation the complex reinforced concrete deformation model using complete stress–strain diagrams of materials. This will allow to objectively taking into account the full range of physical and mechanical properties of concrete and reinforcement. The development of the deformation model, which would equivalently reflect the patterns of phenomena occurring during the load deformation of reinforced concrete members at the critical capacity of their components depending on various factors, is an urgent problem. Its solution will make it possible to obtain effective design solutions for structural systems of buildings, to solve problems in a closed form.
Design of Reinforced Concrete Members Taking into Account the Influence of Biaxial Bending
https://orcid.org/http://orcid.org/0000-0002-5654-5849
https://orcid.org/http://orcid.org/0000-0003-2214-3128
https://orcid.org/http://orcid.org/0000-0002-2154-1012
The majority of reinforced concrete members are subjected to biaxial bending due to influence of many factors of constructive, technological and operational character. As a rule, a complex stress–strain state is led to a special case. This approach leads to a distortion of the true picture of the reinforced concrete member in conditions of complex loads. One of the ways to eliminate the existing problem is to introduce into the theory of calculation the complex reinforced concrete deformation model using complete stress–strain diagrams of materials. This will allow to objectively taking into account the full range of physical and mechanical properties of concrete and reinforcement. The development of the deformation model, which would equivalently reflect the patterns of phenomena occurring during the load deformation of reinforced concrete members at the critical capacity of their components depending on various factors, is an urgent problem. Its solution will make it possible to obtain effective design solutions for structural systems of buildings, to solve problems in a closed form.
Design of Reinforced Concrete Members Taking into Account the Influence of Biaxial Bending
Lecture Notes in Civil Engineering
Onyshchenko, Volodymyr (editor) / Mammadova, Gulchohra (editor) / Sivitska, Svitlana (editor) / Gasimov, Akif (editor) / Pavlikov, Andrii (author) / Harkava, Olha (author) / Atembemoh, Kelvis (author)
International Conference BUILDING INNOVATIONS ; 2020
Proceedings of the 3rd International Conference on Building Innovations ; Chapter: 28 ; 291-301
2021-09-23
11 pages
Article/Chapter (Book)
Electronic Resource
English
Biaxial Bending Design of Arbitrarily Shaped Reinforced Concrete Column
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Long reinforced concrete columns in biaxial bending
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Strength of reinforced concrete biaxial bending and compression
| UB Braunschweig | 1968