EXPERIMENTAL STUDIES OF DEFORMATION OF REINFORCED CONCRETE STRUCTURES SUBJECTED TORSION AND BENDING
- Authors: DEMYANOV A.I.1, KOLCHUNOV V.I.1, POKUSAEV A.A.2
-
Affiliations:
- South-West State University
- Moscow State University of Commu- nications, Emperor Nicholas II, Institute of Ways
- Issue: No 6 (2017)
- Pages: 37-44
- Section: Articles
- URL: https://journals.rudn.ru/structural-mechanics/article/view/17280
- DOI: https://doi.org/10.22363/1815-5235-2017-6-37-44
Cite item
Full Text
Abstract
The results of experimental studies of reinforced concrete constructions at complex resistance to torsion with bending are shown in the article. The main purposes of the researches are detection of regularities and determination of deformation and cracking parameters. The most important of the studding parameters are cracking load, destructive load, the coordinates of spatial cracks formation, the width of crack's opening at the axis of the longitudinal and transverse tensile reinforcement and along the entire profile of cracks; changing the distance be- tween the cracks and crack length according to increasing the deformation load; deformation of compressed concrete and reinforcement in a complex stress-strain state. The test results are presented in the form of relationships of structure's deflections, deformations of compressed concrete and reinforcement, including results which were determined by the indications of electrotensometric sockets. The obtained relationships allow us to assess the reliability of the calculating methods reinforced concrete constructions subjected the action torsion and bend- ing.
About the authors
ALEKSEJ IVANOVICH DEMYANOV
South-West State University
Author for correspondence.
Email: speccompany@gmail.com
candidate of technical sciences, associate professor of the department of industrial and civil engineering. Scientific interests: the study of composite structures in complex resistance, the study of the survivability of structural systems and reinforced concrete and other non-linearly deformed materials, experimental studies in reinforced concrete structures, computer tech- nologies for computational analysis of buildings and structures
305040, Kursk, St.50 Years of OctoberVLADIMIR IVANOVICH KOLCHUNOV
South-West State University
Email: vlik52@mail.ru
doctor of technical sciences, Professor of the department of industrial and civil engineering. Scientific interests: building mechanics, building structures, rein- forced concrete theory, experimental studies of building structures, physical and mathematical models of structures
305040, Kursk, St.50 Years of OctoberALEXEI ALEXANDROVICH POKUSAEV
Moscow State University of Commu- nications, Emperor Nicholas II, Institute of Ways
Email: fvs_Aleksej456@yandex.ru
Construction and Structures. Scientific interests: theoretical and experimental studies of the survivability of buildings and structures, modeling of reinforced concrete structures, testing of reinforced concrete structures with solid and composite element
127055, Moscow, Minaevsky pereulok, 2References
- Veryuzhskiy,Yu.V., Golyshev, A.B., Kolchunov, Vl.I., Klyueva, N.V., Lisitsin, B.M., Mashkov, I.L., Yakovenko, I.A. (2014). Spravochnoe posobie postroitel'noy mekhanike [Reference Manualon Building Mechanics], Tom I: Uchebnoe posobie, ASV Publ., Moscow. 640 р. (In Russ.)
- Golyshev, A.B. (2009). Soprotivlenie Zhelezobetona [Resistance of Reinforced Concrete]: monography, Osnova Publ., Kiev. 432 p. (In Russ.)
- Karpenko, N.N., Elagin, E.G. (1971). Deformatsii Zhelezobetonnykh Trubchatykh Elementov pri Izgibe s Krucheniem. Prochnost' i Zhestkost' Zhelezobetonnykh Konstruktsiy [Durability and rigidity of reinforced concrete structures]. NIIZhB Gosstroya SSSR, Moscow. P. 29—48. (In Russ.)
- Bondarenko, V.M., Kolchunov, V.I. (2004), Raschetnye Modeli Silovogo Soprotivleniya Zhele-zobetona [The computational model of power resistance of reinforced concrete], ASV Publ. Moscow. 472 р. (In Russ.)
- Klueva, N.V., Yakovenko, I.А., Usenko, N.V. (2014). K raschetu Shiriny Raskrytiya Naklonnykh Treshchin Tret'ego Tipa v Sostavnykh Zhelezobetonnykh konstruktsiyakh, Promyshlennoe i Gra-zhdanskoe Stroitel'stvo [Industrial and Civil Engineering]. No. 2. P. 8—11. (In Russ.)
- Salnikov, A., Kolchunov, Vl., Yakovenko, I. (2015). The computational model of spatial formation of cracks in reinforced concrete constructions in torsion with bending. Applied Mechanics and Materials. Vols. 725–726. P. 784—789.
- Salnikov, A.S., Kolchunov, Vl.I., Yakovenko, I.A. (2015). Raschetnaya model' obrazovaniya pros-transtvennykh treshchin pervogo vida pri kruchenii s izgibom. Promyshlennoe i Grazhdanskoe stroitel'stvo [Industrial and Civil Engineering]. No 3. P. 35—40. (In Russ.)
- Salnikov, A.S., Kolchunov, Vl.I., Kolchunov, V.I. (2015). Metodika rascheta predel'noy nagruzki i koordinat obrazovaniya prostranstvennoy treshchiny pervogo vida v zhelezobetonnykh konstruktsiyakh pri kruchenii s izgibom. Building & Reconstruction. No 6(62). P. 49—56. (In Russ.)
- Kolchunov, Vl.I., Rypakov, D.A. (2016). Modeling of cracks in reinforced concrete constructions in torsion with bending. Structural Mechanics of Engineering Constructions and Buildings. No 5. P.11—16. (In Russ.)
- Salnikov, A.S., Klueva, N.V., Kolchunov, Vl.I. (2016). The method for determining minimum load and the coordinates of the spatial crack formation in reinforced concrete structures under torsion with bending. Promyshlennoe i Grazhdanskoe Stroitel'stvo [Industrial and Civil Engineering]. Vol. 1. P. 52—57. (In Russ.)
- Kolchunov, Vl.I., Sal'nikov, A.S. (2016). Experimental research of crack appearance in reinforced concrete structures under torsion with bending. Building & Reconstruction. No 3(65). P. 24—32.