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


  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Stress-Strain State Of Prestressed Elements In Metal Structures
  • UDC 624.014.2:621.315.66:624.151
    doi: 10.33622/0869-7019.2025.03.70-73
    Ivan S. BOLSHIKHSHAPOK, i.bshapok@yandex.ru
    Saint Petersburg State University of Architecture and Civil Engineering, 2-ya Krasnoarmeyskaya ul., 4, St. Petersburg 190005, Russian Federation
    Abstract. Prestressed elements in metal structures, their historical development, types, advantages and disadvantages, as well as calculation features and application prospects are considered. The history of the development of the prestress concept is analyzed. The main types of prestressed metal structures, including beams, trusses, cables, and hybrid systems, as well as their characteristics, are presented. The fields of application of the studied elements are given, design advantages such as increased strength, reduced deformations and material savings are noted. The calculation was carried out in order to compare the effect on the design of elements with prestressed, using the example of an airport in Istanbul, namely stained glass structures with prestressed.
    Keywords: pre-stress, displacement, stress-strain state, metal structures, structural stability
  • REFERENCES
    1. Gaydarov Yu. V. Predvaritel'no napryazhennye metallicheskie konstruktsii [Prestressed metal structures]. Moscow, Stroyizdat Publ., 1971. 146 p. (In Russ.).
    2. Kravchuk V. A., Kravchuk E. V. Development of research on prestressed building metal structures. Vestnik grazhdanskikh inzhenerov, 2019, no. 6(77), pp. 86-92. (In Russ.).
    3. Belenya E. I. Predvaritel'no napryazhennye metallicheskie nesushchie konstruktsii [Prestressed metal load-bearing structures]. Moscow, Stroyizdat Publ., 1975. 416 p. (In Russ.).
    4. Poddaeva O., Churin P., Loktev A. Stability and reliability of long-span bridge structures. Architecture and Engineering, 2022, vol. 7, no. 3, pp. 65-75. doi: 10.23968/2500-0055-2022-7-3-65-75
    5. Mikhaylov V. V. Predvaritel'no napryazhennye kombinirovannye i vantovye konstruktsii [Prestressed combined and cable-stayed structures]. Moscow, ASV Publ., 2002. 255 p. (In Russ.).
    6. Sen'kin N. A. et al. Analiz napryazhenno-deformirovannogo sostoyaniya predvaritel'no napryazhennoy balki iz stal'nykh trub [Analysis of the stress-strain state of a prestressed steel pipe beam]. St. Petersburg, SPbGASU Publ., 2019. 44 p. (In Russ.).
    7. Sen'kin N. A. Consideration of progressive collapse in the design of overhead power transmission poles. Vestnik grazhdanskikh inzhenerov, 2022, no. 4(93), pp. 37-46. (In Russ.).
    8. Volkov V. Control over distribution of construction loads on foundations of tower buildings. Architecture and Engineering, 2016, vol. 1, no. 4, pp. 42-45. doiI: 10.23968/2500-0055-2016-1-4-42-45
  • For citation: Bolshikhshapok I. S. Stress-Strain State of Prestressed Elements in Metal Structures. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2025, no. 3, pp. 70-73. (In Russ.). doi: 10.33622/0869-7019.2025.03.70-73

BACK