Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Tensile Strength And Deformation Of Reinforced Masonry
  • UDC 624.012.1/.2
    doi: 10.33622/0869-7019.2024.07.25-32
    Mikhail K. ISHCHUK, kamkon@yandex.ru
    Khalit A. AIZYATULLIN, halit915@mail.ru
    Victoria A. CHEREMNYKH, cheremnykh_v.a@mail.ru
    Research Institute of Building Constructions (TSNIISK) named after V. A. Koucherenko, Research Center of Construction, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    Abstract. The object of the study was the strength and deformation characteristics of the masonry of the front layer of the outer walls for tensile strength in a connected (vertical) section, reinforced in horizontal joints with grids of polymer composite materials and steel, as well as individual fiberglass rods. The paper shows that the reinforcement of masonry significantly increased its bearing capacity and crack resistance, which is especially important for the front layers of exterior walls. The main types of destruction of reinforced and non-reinforced masonry are given, criteria for the onset of the limiting state of masonry, including at the time of the formation of the first cracks, are formulated. The coefficients of the working conditions of various types of grids in horizontal mortar joints under tension over a bandaged section are obtained. The developed design requirements for reinforcing masonry working in tension along horizontal mortar joints are used in correcting the relevant codes of rules.
    Keywords: brickwork, tensile strength and deformation of masonry along horizontal mortar joints, bandaged section of masonry, crack resistance of masonry, reinforced masonry, non-reinforced masonry, meshes for reinforcement in horizontal mortar joints, steel grids, grids made of polymer composite materials, carbon fiber, fiberglass reinforcement
  • REFERENCES
    1. Ishchuk M. K., Zueva A. V. Investigation of the stress-strain state of the front layer of brickwork under temperature and humidity influences. Promyshlennoe i grazhdanskoe stroitel'stvo, 2007, no. 3, pp. 40-43. (In Russ.).
    2. Ishchuk M. K. Otechestvennyj opyt vozvedeniya zdanij s naruzhnymi stenami iz oblegchennoj kladki [Domestic experience in the construction of buildings with exterior walls made of lightweight masonry]. Moscow, RIF "Strojmaterialy" Publ., 2009. 390 p. (In Russ.).
    3. Ishchuk M. K., Ishchuk V. L., Shapiro G. I. The mechanism of crack formation in the masonry of the front layer of the exterior walls under temperature influences. Stroitel'stvo i rekonstrukciya, 2021, no. 2, pp. 14-27. (In Russ.). doi: 10.33979/2073-7416-2021-94-2-14-27
    4. Backes H. P. On the behavior of masonry under tension in the direction of the bed joints. Diss., Aachen University of Tech-nology, Aachen, Germany 1985. (In German).
    5. Derkach V. N. The strength of masonry under axial tension. Vestnik grazhdanskih inzhenerov, 2012, no. 5 (34), pp. 58-64. (In Russ.).
    6. Granovskiy A. V., Dzhamuev B. K., Hajrnasov K. M., Ishnazarov A. G. The impact of composite mesh on the strength of masonry under the action of loads that simulate temperature effects. Promyshlennoe i grazhdanskoe stroitel'stvo, 2020, no. 3, pp. 25-30. (In Russ.). doi: 10.33622/0869-7019.2020.03.25-30
    7. Ishchuk M. K., Ajzyatullin H. A., Gogua O. K. Research of connections from polymer composite meshes for three-layer masonry. Stroitel'nye materialy, 2020, no. 3, pp. 37-43
  • For citation: Ishchuk M. K., Aizyatullin Kh. A., Cheremnykh V. A. Tensile Strength and Deformation of Reinforced Masonry. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2024, no. 7, pp. 25-32. (In Russ.). doi: 10.33622/0869-7019.2024.07.25-32

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