THE METHOD OF CALCULATING THE STRENGTH OF NORMAL SECTIONS TO THE LONGITUDINAL AXIS OF THE CONSTRUCTION OF MASONRY WITH REGARD DEFORMATION DIAGRAM
Article Sidebar
Main Article Content
Abstract
The article examines the construction of complete deformation diagrams for concrete and masonry under uniaxial compression. Masonry is anisotropic homogeneous material on a scale of real construction. Work of such material under load can be described by diagrams of deformation. An algorithm is developed calculating the normal sections to the longitudinal axis of the construction of masonry considering deformation diagrams in the central compression. Prerequisites for the application of this method was the possibility of replacing the conventional raw material of several components with different properties to the one described by the general law of “stress – strain”. The comparison of experimental data with the calculated values of failure loads is performed.
Article Details

This work is licensed under a Creative Commons Attribution 4.0 International License.
References
Соколов, Б.С. Исследования сжатых элементов каменных и армокаменных конструкций / Б.С. Соколов, А.Б. Антаков. – М.: Изд-во АСВ, 2010. – 104 с.
Lourenço, P.B. Computational strategies for masonry structures: PhD-Thesis / P.B. Lourenço. – Delft University of Technology; Delft University Press, The Netherlands, 1996. – 220 p.
Pelà, L. Continuum model for inelastic behaviour of masonry: PhD-Thesis / L. Pelà, M. Cervera, P. Roca. – Technical University of Bologna, Italy, Technical University of Catalonia, Barselona, Spain (2011).
Каменные и армокаменные конструкции: СНиП II-22-81. – Введ. 31.11.81. – М.: Стройиздат, 1983. – 40 с.
Вольтри, В. Columbiakivi projekteerimisjuhend, vihikud 1–3 (Руководство по проектированию с использованием с цементных камней «columbiakivi», тетради 1–3). – 2002. – Режим доступа: http://www.columbia-kivi.ee/viewer.php/176.285.286. – Дата доступа: 10.05.2009.
European Standard EN 1996-1-1: Eurocode 6: Design of Masonry Structures, 2001. – 123 p.
Hendry, A.W. Design of Masonry Structures / A.W. Hendry, B.P. Sinha, S.R. Davies; third edition. – London, Weinheim, New York, Tokyo, Melbourne, Madras: An Imprint of Chapman & Hall, 2004.
Еврокод 6. Проектирование каменных конструкций. Ч. 1-1. Общие правила для армированных и неармированных каменных конструкций: СТБ EN 1996-1-1-2008. – Введ. 31.09.2008. – Минск: Госстандарт, 2009. – 86 с.
Гениев, Г.А. О критерии прочности каменной кладки при плоском напряженном состоянии / Г.А. Гениев // Строительная механика и расчет сооружений. – 1979. – № 2. – С. 7–11.
Гениев, Г.А. О критериях прочности ортотропного материала типа каменной кладки при плоском напряженном состоянии / Г.А. Гениев, А.Н. Воронов // Труды ЦНИИСК им. В.А. Кучеренко. Исследование и методы расчета строительных конструкций, 1985. – С. 94–101.
Бетонные и железобетонные конструкции: СНБ 5.03.01-02. – Введ. 20.06.02. – Минск: М-во арх. и стр-ва Респ. Беларусь, 2003. – 130 с.
Еврокод 2. Проектирование железобетонных конструкций. Ч. 1-1. Общие правила и правила для зданий: ТКП EN 1992-1-1-2010. – Введ. 10.12.2009. – Минск: М-во арх. и стр-ва Респ. Беларусь, 2010. – 191 с.
Hognestad, E. A Study of Combined Bending and Axial Load in Reinforced Concrete Member / E. Hognestad // Bulletin № 399, University of Illinois Engineering Experiment Station. – 1951. – 128 p.
Ibrahim, H. Modification of the ACI Rectangular Stress Block for High-Strength Concrete / H. Ibrahim, J. MacGregor // ACI Structural Journal. – 1997. – V. 94, № 1. – P. 40–48.
Железобетонные конструкции. Основы теории, расчета и конструирования: учеб. пособие для студ. строит. спец. / Н.П. Блещик [и др.]; под ред. проф. Т.М. Пецольда и проф. В.В. Тура. – Брест: БГТУ, 2003. – 380 с.
Каменная кладка из пильных известняков / С.В. Поляков [и др.]. – Кишинев: Изд-во «Картя Молдовеняскэ», 1973. – 345 с.
Кашеварова, Г.Г. Натурные и численные эксперименты, направленные на построение зависимости напряжения от деформации кирпичной кладки / Г.Г. Кашеварова, М.Л. Иванов // Приволжск. науч. вестн. – 2012. – № 8(12). – С. 10–15.
Most read articles by the same author(s)
- D. LAZOVSKI, A. KHATKEVICH, INFLUENCE OF THE GRIDS TYPE FOR TRANSVERSE REINFORCEMENT IN HORIZONTAL MORTAR JOINTS ON THE STRESSED-DEFORMED STATE OF SHORT REINFORCED STONE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2019)
- A. KHATKEVICH, D. LAZOUSKI, D. GLUKHOV, E. CHAPARANGANDA, A DEFORMATION APPROACH TO CALCULATING THE CALCULATED VALUES OF THE COMPRESSION RESISTANCE OF STONE AND REINFORCED STONE ELEMENTS IN THE FRAMEWORK OF CHECKS OF THE LIMITING STATE OF THE BEARING CAPACITY, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2023)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, E. CHAPARANGANDA, NONLINEAR CALCULATION OF BENT STEEL-REINFORCED CONCRETE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2024)
- D. LAZOVSKI, A. KHATKEVICH, CALCULATION OF RESISTANCE TO COMPRESSION OF MASONRY AND REINFORCED MASONRY ELEMENTS TAKING INTO ACCOUNT PHYSICAL NON-LINEARITY, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2017)
- A. KHATKEVICH, D. LAZOUSKI, D. GLUKHOV, A DEFORMATION APPROACH TO MODELING THE STRESS-STRAIN STATE OF COMPRESSED BRICKWORK ELEMENTS REINFORCED UNDER LOAD WITH A REINFORCED CONCRETE CAGE, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 3 (2023)
- D. HLUKHAU, A. KHATKEVICH, APPLICATION OF THE DEFORMATION METHOD OF CALCULATION OF DURABILITY OF NORMAL SECTIONS TO THE LONGITUDINAL AXIS OF SECTIONS OF COMPRESSED STONE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 8 (2016)
- D. LAZOUSKI, D. GLUKHOV, A. KALTUNOU, A. KHATKEVICH, NONLINEAR CALCULATION OF TUBULAR CONCRETE ELEMENTS DURING BENDING, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 3 (2024)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. KALTUNOU, APPROXIMATIONS OF CONCRETE DEFORMATION DIAGRAMS IN THE NONLINEAR CALCULATION OF NON-CENTRALLY COMPRESSED TUBULAR CONCRETE ELEMENTS, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 1 (2025)
- D. LAZOUSKI, D. GLUKHOV, A. KHATKEVICH, A. HIL, A. KALTUNOU, E. CHAPARANGANDA, PRACTICAL MODELING OF THE STRESS-STRAIN STATE OF REINFORCED CONCRETE ELEMENTS UNDER FORCE AND TEMPERATURE INFLUENCES, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2025)