Experimental and numerical comparison of the stress-strain state of an arch and a combined arch structure

Cover Page

Cite item

Full Text

Abstract

Introduction. Experimental research projects of full-scale building roof constructions are labour-intensive, high-cost, and do not require placement in laboratories due to their large size. In this regard, tests of building constructions are often carried out on scale models. The operation of combined arch systems is poorly studied; calculation models of such systems require experimental confirmation. The presented experimental research project is aimed at obtaining data on the actual operation of the arch and a combined arch structure with radial ties for subsequent comparison of experimental data with calculation models.Materials and methods. The experimental model is developed using mixed similarity at a scale of 1:10. The physical and mechanical parameters of the model materials were determined using standard methods. A method for creating a given prestress in the arch ties and a method for testing it are developed and described. The calculation models are implemented in the LIRA-SAPR finite element software package, considering the geometrically nonlinear structure operation, the stresses in the arch sections are determined using the “Section Designer” processor.Results. Based on the results of experimental studies and numerical calculations, stresses and displacements in arch sections were obtained. The movements of the circuit, graphs of correspondence between experimental data and calculation results are shown. Directions for improving experimental models of such combined systems with ties are analyzed.Conclusions. An arch combined system with radial ties allows to equalize the stress values in the arch belt in comparison with an arch without ties. The maximum stresses in the arch sections and the maximum deflections in the middle of the arch span are reduced by 3 times when tightening is installed.

About the authors

V. V. Dolgusheva

Moscow State University of Civil Engineering (National Research University) (MGSU)

Email: DolgushevaVV@yandex.ru
ORCID iD: 0000-0002-8530-9546

A. M. Ibragimov

Moscow State University of Civil Engineering (National Research University) (MGSU)

Email: igasu_alex@mail.ru

References

  1. Суворовцев Б.А. Особенности проектирования пролетных строений мостов комбинированных систем с гибкими наклонными подвесками // Современные технологии. Системный анализ. Моделирование. 2017. № 1 (53). С. 219–224. EDN YKRLYD.
  2. Юнусов А.С. Арочные конструкции, востребованные временем, в строительной науке и архитектуре // Инженерный вестник Дона. 2016. № 1 (40). С. 44. EDN WCNSXV.
  3. Arslan A. Bridges as City Landmarks: A Critical Review on Iconic Structures // Journal of Design Studio. 2020. Pp. 85–99. doi: 10.46474/798072
  4. Danciu A.D., Guțiu Ș.I., Moga C., Dragomir M.L., Ciotlăuș M., Marusceac V. A Review of the Network Arch Bridge // Applied Sciences. 2023. Vol. 13. Issue 19. P. 10966. doi: 10.3390/APP131910966
  5. Lai Y., Wu Y., Wang G. Novel long-span cable-stayed deck arch bridge: Concept and structural characteristics // Engineering Structures. 2024. Vol. 308. P. 118026. doi: 10.1016/j.engstruct.2024.118026
  6. Li Y., Lai Y., Lu G., Yan F., Wei P., Xie Y.M. Innovative design of long-span steel–concrete composite bridge using multi-material topology optimization // Engineering Structures. 2022. Vol. 269. P. 114838. doi: 10.1016/j.engstruct.2022.114838
  7. Xie X.L., Huang Y., Qin X. Conceptual design of a new type of single-tower cable-stayed arch bridge and study of its mechanical properties // Advances in Structural Engineering. 2021. Vol. 24. Issue 11. Pp. 2500–2511. doi: 10.1177/13694332211001506
  8. Ибрагимов А.М., Гнедина Л.Ю., Долгушева В.В. Проблемы применения и проектирования арочных комбинированных систем // Вестник Поволжского государственного технологического университета. Серия: Материалы. Конструкции. Технологии. 2021. № 2. С. 25–35. doi: 10.25686/2542-114X.2021.2.25. EDN PKRRXZ.
  9. Burford N.K., Smith F.W., Gengnagel C. The Evolution of Arches as Lightweight Structures: A History of Empiricism and Science // Proceedings of the Third International Congress on Construction History. Cottbus, 2009. P. 267274.
  10. Трянина Н.Ю., Тестоедов П.С. Исследование вопроса живучести стальных сетчатых покрытий // Приволжский научный журнал. 2015. № 1 (33). С. 9–14. EDN TMJZXV.
  11. Трянина Н.Ю., Карзанов М.А. Исследование работы арочных конструкций с системой наклонных тяг // Приволжский научный журнал. 2011. № 2 (18). С. 16–19. EDN NURPZJ.
  12. Dolgusheva V.V., Ibragimov A.M. Operation Analysis of the Main Arch-Cable-Stayed Systems When Operating Under Unevenly Distributed and Asymmetrically Working Loads // Lecture Notes in Civil Engineering. 2022. Pp. 44–54. doi: 10.1007/978-3-030-91145-4_5
  13. Долгушева В.В., Ибрагимов А.М., Долгушев Т.В. Рациональное конструктивное решение комбинированной арочной системы с наклонными тягами // Academia. Архитектура и строительство. 2023. № 2. С. 168–174. doi: 10.22337/2077-9038-2023-2-168-174. EDN GCKCKR.
  14. Guo X., Li Q., Zhang D., Gong J. Structural Behavior of an Air-Inflated Fabric Arch Frame // Journal of Structural Engineering. 2016. Vol. 142. Issue 2. doi: 10.1061/(ASCE)ST.1943-541X.0001374
  15. Alegria Mira L., Thrall A.P., De Temmerman N. Deployable scissor arch for transitional shelters // Automation in Construction. 2014. Vol. 43. Pp. 123–131. doi: 10.1016/j.autcon.2014.03.014
  16. Trenz J., Zlatuška K., Necas R. Experimental model of plan curved footbridge supported by arch // IOP Conference Series: Materials Science and Engineering. 2020. Vol. 960. Issue 4. P. 042070. doi: 10.1088/1757-899x/960/4/042070
  17. Han Q.H., Xu Y., Lu Y., Xu J., Zhao Q.H. Failure mechanism of steel arch trusses: Shaking table testing and FEM analysis // Engineering Structures. 2015. Vol. 82. Pp. 186–198. doi: 10.1016/j.engstruct.2014.10.013
  18. Clarke M.J., Hancock G.J. Tests and Nonlinear Analyses of Small-Scale Stressed-Arch Frames // Journal of Structural Engineering. 1995. Vol. 121. Issue 2. Pp. 187–200. doi: 10.1061/(ASCE)0733-9445(1995)121:2(187)
  19. Misseri G., Rovero L., Stipo G., Barducci S., Alecci V., De Stefano M. Experimental and analytical investigations on sustainable and innovative strengthening systems for masonry arches // Composite Structures. 2019. Vol. 210. Pp. 526–537. doi: 10.1016/j.compstruct.2018.11.054
  20. Lu P., Zhang J., Li D., Zhou Y., Shi Q. Conceptual design and experimental verification study of a special-shaped composite arch bridge // Structures. 2021. Vol. 29. Pp. 1380–1389. doi: 10.1016/j.istruc.2020.12.018
  21. Ferrero C., Calderini C., Roca P. Experimental response of a scaled dry-joint masonry arch subject to inclined support displacements // Engineering Structures. 2022. Vol. 253. P. 113804. doi: 10.1016/j.engstruct.2021.113804
  22. Mentese V.G., Gunes O., Celik O.C., Gunes B., Avsin A., Yaz M. Experimental collapse investigation and nonlinear modeling of a single-span stone masonry arch bridge // Engineering Failure Analysis. 2023. Vol. 152. P. 107520. doi: 10.1016/j.engfailanal.2023.107520
  23. Liu A.R., Huang Y.H., Fu J.Y., Yu Q.C., Rao R. Experimental research on stable ultimate bearing capacity of leaning-type arch rib systems // Journal of Constructional Steel Research. 2015. Vol. 114. Pp. 281–292. doi: 10.1016/j.jcsr.2015.08.011
  24. Mora-Gómez J. Historical iron tie-rods in vaulted structures: parametrical study through a scaled model // WIT Transactions on The Built Environment. 2015. Vol. 1. Pp. 669–680. doi: 10.2495/STR150561
  25. Киселёв Д.Б. Работа комбинированной арочной системы с учетом геометрической нелинейности и последовательности монтажа : дис. … канд. техн. наук. М., 2009. 120 с.
  26. Dolgusheva V., Ibragimov A., Dolgushev T. Robustness of the combined arch system with radial ties // E3S Web of Conferences. 2023. Vol. 389. P. 01053. doi: 10.1051/e3sconf/202338901053
  27. Еремеев П.Г. Справочник по проектированию современных металлических конструкций большепролетных покрытий. М. : Ассоциация строительных вузов, 2011. 256 с. EDN QNPJIX.
  28. Драгунов Ю.Г., Зубченко А.С., Каширский Ю.В. Марочник сталей и сплавов. М., 2014. 1215 с.

Supplementary files

Supplementary Files
Action
1. JATS XML
Download

Согласие на обработку персональных данных

 

Используя сайт https://journals.rcsi.science, я (далее – «Пользователь» или «Субъект персональных данных») даю согласие на обработку персональных данных на этом сайте (текст Согласия) и на обработку персональных данных с помощью сервиса «Яндекс.Метрика» (текст Согласия).