Dissipative theory in the residential buildings pipe-concrete structures study
- Authors: Rimshin V.I.1,2, Krishan A.L.3, Astafeva M.A.3, Ketsko E.S.2, Bykov G.S.2
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Affiliations:
- Scientific-Research Institute of Building Physics of RAACS
- National Research Moscow State University of Civil Engineering
- Nosov Magnitogorsk State Technical University
- Issue: No 6 (2024)
- Pages: 4-7
- Section: International Scientific Conference – XV Academic readings dedicated to the memory of Academician of RAACS Osipov G.L., "Actual problems of building physics. Energy saving. Reliability of building structures and environmental safety. Artificial Intelligence"
- URL: https://gynecology.orscience.ru/0585-430X/article/view/635016
- DOI: https://doi.org/10.31659/0585-430X-2024-825-6-4-7
- ID: 635016
Cite item
Abstract
The pipe-concrete structures stress-strain state and load-bearing capacity abstract theorem are discussed in this article and experimental studies are carried out to confirm them. Pipe concrete structures prototypes were made of high-strength concrete with spiral reinforcement and high-strength longitudinal reinforcement. The developed compressed pipe-concrete structures have increased strength and have high ultimate axial deformations. Significantly greater energy is required compared to traditionally used load-bearing elements to destroy such a structure. This circumstance makes them especially attractive for use in buildings and structures erected in seismically active zones, as well as for unique buildings and structures. The compressed pipe-concrete element design was improved based on the research results. It was possible to significantly increase its strength compared to known analogues due to the high-strength tensile concrete use. Such elements maximum deformation exceeds 1%, which opens up good opportunities for use. The developed structure high strength and ductility indicate that their destruction requires a large energy. It will significantly increase the frames survivability made of using pipe-concrete elements.
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About the authors
V. I. Rimshin
Scientific-Research Institute of Building Physics of RAACS; National Research Moscow State University of Civil Engineering
Author for correspondence.
Email: v.rimshin@niisf.ru
Doctor of Sciences (Engineering), Professor, Corresponding Member of RAACS
Russian Federation, Moscow; MoscowA. L. Krishan
Nosov Magnitogorsk State Technical University
Email: kris_al@mail.ru
Doctor of Sciences (Engineering), Professor, Adviser of RAACS
Russian Federation, MagnitogorskM. A. Astafeva
Nosov Magnitogorsk State Technical University
Email: skymanika@mail.ru
Candidate of Sciences (Engineering), Docent
Russian Federation, MagnitogorskE. S. Ketsko
National Research Moscow State University of Civil Engineering
Email: kkuzzina@mail.ru
Postgraduate student
Russian Federation, MoscowG. S. Bykov
National Research Moscow State University of Civil Engineering
Email: admin.nex@gmail.com
Engineer
Russian Federation, MoscowReferences
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