Calculation of a brick partition by the method of the homogenized materials
https://doi.org/10.31660/2782-232X-2023-2-26-37
Abstract
Nowadays, the calculation of masonry structures is based on studies and experiments of the past without taking into account the mechanical characteristics, which leads to overestimation or underestimation of the bearing capacity. Such an error affects the formation and development of cracks in structures. To solve this problem, it is necessary to develop a methodology for calculating brickwork, taking into account the mechanical characteristics of its components. The purpose of this work is the numerically simulation and calculation of masonry structures by the method of homogenized characteristics of material on the example of a brick partition. As the object of research, the authors selected brick partition of the building on Zhukovsky Street, 28 in Tyumen. The subject of the study is the stress-strain state of the brickwork. The study was performed based on analytical calculation and numerical simulation in PC ANSYS and PC Lira. As a result, a method of calculating brickwork using the method of homogenized material characteristics has been developed. The scope of application of the results is industrial and civil construction of buildings from masonry structures.
About the Authors
E. A. StradovaRussian Federation
Ekaterina A. Stradova, Student at the Department of Building Structures
S. A. Erenchinov
Russian Federation
Sergey A. Erenchinov, Candidate in Engineering, Associate Professor at the Department of Building Structures
References
1. Onishchik, L. I. (1939). Kamennye konstruktsii promyshlennykh i grazhdanskikh zdaniy: utverzhdeno VKVSh pri SNK SSSR v kachestve uchebnika dlya stroitel'nykh vtuzov i fakul'tetov. Moscow, Leningrad, Gosstroyizdat Publ., 208 p. (In Russian).
2. Polyakov, V. S., & Falevich, B. N. (1966). Proektirovanie kamennykh i krupnopanel'nykh konstruktsiy : uchebnoe posobie dlya inzhenerno-stroitel'nykh vuzov i fakul'tetov. Moscow, Vysshaya shkola Publ., 239 p. (In Russian).
3. Donchenko, O. M., & Degtev, I. A. (2013). Deformatsii kamennoy kladki pri tsentral'nom kratkovremennom szhatii. Bulletin of BSTU named after V.G. Shukhov, (3), pp. 44-46. (In Russian).
4. Kashevarova, G. G., & Zobacheva, A. Yu. (2010). Modelirovanie protsessa razrusheniya kirpichnoy kladki. Vestnik Permskogo gosudarstvennogo tekhnicheskogo universiteta. Stroitel'stvo i arkhitektura, (1), pp. 106-116.
5. Kashevarova, G. G., & Ivanov, M. L. (2012). Natural and numerical experiments aimed at building the stress-strain brickwork. Privolzhskiy nauchnyy vestnik, (8), pp. 10-15. (In Russian).
6. Likhacheva, S. Yu., & Kozhanov, D. A. (2016). Modelirovanie protsessov deformirovaniya kamennykh kladok s primeneniem PK ANSYS. Trudy nauchnogo kongressa 13-go Rossiyskogo arkhitekturnostroitel'nogo foruma, Nizhniy Novgorod, May, 19–22. Nizhniy Novgorod, Nizhny Novgorod State University of Architecture and Civil Engineering Publ., pp. 68-71. (In Russian).
7. Likhacheva, S. Yu. (2011). Numerical modeling of process of distortion and destruction of regular structure circumferences. Vestnik MGSU, (2-2), p. 158. (In Russian).
8. Pangaev, V. V. (2009). Razvitie raschetno-eksperimental'nykh metodov issledovaniya prochnosti kladki kamennykh konstruktsiy : spetsial'nost' 05.23.01 "Stroitel'nye konstruktsii, zdaniya i sooruzheniya" : dissertatsiya na soiskanie uchenoy stepeni doktora tekhnicheskikh nauk. Novosibirsk, Novosibirsk State University of architecture and civil engineering Publ., 267 p. (In Russian).
9. Bondarenko, V. M., & Suvorkin, D. G. (1987). Zhelezobetonnye i kamennye konstruktsii: uchebnik dlya vuzov. Moscow, Vysshaya shkola Publ., 384 p. (In Russian).
Review
For citations:
Stradova E.A., Erenchinov S.A. Calculation of a brick partition by the method of the homogenized materials. Architecture, Construction, Transport. 2023;(2):26-37. (In Russ.) https://doi.org/10.31660/2782-232X-2023-2-26-37