Survivability of reinforced concrete frames of multi-storey buildings with complex stress elements

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Abstract

Experimental determination of the parameters of the force resistance of reinforced concrete structures aimed at protecting them from emergency beyond design impacts is an important direction in improving the safety of buildings and structures. In this connection, the purpose of the study was an experimental assessment of the deformation parameters in the complexly stressed elements of reinforced concrete frames under special impact in the form of a sudden column removal. Experimental studies were carried out for two frames, one of which was tested when removing the middle column, the second - when removing the extreme. Experimental two-span structures of reinforced concrete frames are designed with three floors in height, reinforcement was made with spatial reinforcing cages that provide resistance to torsion with bending. The results of experimental and theoretical studies of reinforced concrete frame structures under special influences and an assessment of displacements, cracking and destruction of the considered complex-stressed structural elements under such influences are presented. It is established that the type of stress state, the formation and width of crack opening significantly affect the dissipative properties of the structural system.

About the authors

Vitaly I. Kolchunov

Southwest State University; Russian Academy of Architecture and Construction Sciences

Email: asiorel@mail.ru
ORCID iD: 0000-0001-5290-3429

Doctor of Technical Sciences, Professor, full member of the Russian Academy of Architecture and Construction Sciences, Head of the Department of Unique Buildings and Structures, Faculty of Construction and Architecture, Southwest State University

94 50 let Oktyabrya St, Kursk, 305040, Russian Federation

Violetta S. Moskovtseva

Southwest State University

Author for correspondence.
Email: lyavetka1@mail.ru
ORCID iD: 0000-0002-5509-1937

engineer of the Department of Unique Buildings and Structures

94 50 let Oktyabrya St, Kursk, 305040, Russian Federation

References

  1. Alternate path analysis & design guidelines for progressive collapse resistance. Washington: General Services Administration; 2016. 203 p.
  2. Kodysh E.N., Trekin N.N., Chesnokov D.A. Protection of multistory buildings from progressive collapse. Industrial and Civil Engineering. 2016;(6):8–13. (In Russ.)
  3. Kodysh E.N. Designing the protection of buildings and structures from progressive collapse, taking into account the occurrence of a special limit state. Industrial and Civil Engineering. 2018;(10):95–101. (In Russ.)
  4. Adam J.M., Parisi F., Sagaseta J., Lu X. Research and practice on progressive collapse and robustness of building structures in the 21st century. Engineering Structures. 2018;173:122–149.
  5. Travush V.I., Fedorova N.V. Calculation of the parameter of survivability of frame-bar structural systems. Russian Journal of Building Construction and Architecture. 2017;(1):21–28. (In Russ.)
  6. Pham A.T., Tana K.H., Yu J. Numerical investigations on static and dynamic responses of reinforced concrete subassemblages under progressive collapse. Engineering Structures. 2017;149:2–20. https://doi.org/10.1016/j.engstruct.2016.07.042
  7. Alogla K., Weekes L., Augusthus-Nelson L. Theoretical assessment of progressive collapse capacity of reinforced concrete structures. Magazine of Concrete Research. 2017;69(3):145–162.
  8. Fedorova N.V., Korenkov P.A., Ngoc V.T. Methodology for experimental studies of the deformation of monolithic reinforced concrete frames of buildings under emergency impacts. Buildings and Reconstruction. 2018;4(78):42–52. (In Russ.)
  9. Kolcunov V.I., Tuyen V.N., Korenkov P.A. Deformation and failure of a monolithic reinforced concrete frame under accidental actions. IOP Conference Series: Materials Science and Engineering. 2020;753:032037.
  10. Fedorova N.V., Guok F.D., Chang N.T. Experimental life studies of reinforced concrete frames with girders reinforced by indirect reinforcement. Buildings and Reconstruction. 2020;(1):92–100. (In Russ.)
  11. Yu J., Tan K.H. Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Engineering Structures. 2013;55:90–106.
  12. Xuan W., Wang L., Liu C., Xing G., Zhang L., Chen H. Experimental and theoretical investigations on progressive collapse resistance of the concrete-filled square steel tubular column and steel beam frame under the middle column failure scenario. Shock and Vibration. 2019;2019:1–12. https://doi.org/10.1155/2019/2354931
  13. Lin K., Lu X., Li Y., Guan H. Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure. Soil Dynamics and Earthquake Engineering. 2019;119:390–407. https://doi.org/10.1016/j.soildyn.2018.04.011
  14. Shan S., Li S., Xu S., Xie L. Experimental study on the progressive collapse performance of RC frames with infill walls. Engineering Structures. 2016;111:80–92. https://doi.org/10.1016/j.engstruct.2015.12.010
  15. Fedorova N.V., Ngoc V.T. Deformation and failure of monolithic reinforced concrete frames under special actions. Journal of Physics: Conference Series. 2019;1425:012033.
  16. Weng J., Lee C.K., Tan K.H., Lim N.S. Damage assessment for reinforced concrete frames subject to progressive collapse. Engineering Structures. 2017;149:147–160. https://doi.org/10.1016/j.engstruct.2016.07.038
  17. Geniev G.A., Kolchunov V.I., Klyueva N.V. Strength and deformability of reinforced concrete structures under non-design impacts. Moscow: АSV Publ.; 2004. (In Russ.)
  18. Kolchunov V.I., Klyueva N.V., Androsova N.B., Bukhtiyarova А.S. Survivability of buildings and structures under non-design impacts. Moscow: ASV Publ.; 2014. (In Russ.)
  19. Travush V.I., Karpenko N.I., Kolchunov Vl.I., Kaprielov S.S., Demyanov A.I., Bulkin S.A., Moskovtseva V.S. Results of experimental studies of high-strength fiber reinforced concrete beams with round cross-sections under combined bending and torsion. Structural Mechanics of Engineering Constructions and Buildings. 2020;16(4):290–297. http://doi.org/10.22363/1815-5235-2020-16-4-290-297
  20. Alkadi S.A., Fedorova N.V., Osovskyh O.E. Analysis of reinforced concrete space frame deformation with composite sections elements. IOP Conference Series: Materials Science and Engineering. 2018;456:012033. https://doi.org/10.1088/1757-899X/456/1/012033
  21. Demyanov A.I., Alkadi S.A., Static-dynamic deformation of reinforced concrete elements of the spatial frame with their complex resistance. News of Higher Educational Institutions. Construction. 2018;(11):20–33. (In Russ.)
  22. Demyanov A.I., Kolchunov V.I., Salnikov A.S., Mikhailov M.M. Computational models of static-dynamic deformation of a reinforced concrete structure during torsion with bending at the moment of formation of a spatial crack. Buildings and Reconstruction. 2017;3:13–22. (In Russ.)
  23. Demyanov A.I., Naumov N.V., Kolchunov V.I. Method for determining the parameters of deformation and crack resistance of reinforced concrete composite structures undergoing torsion with bending. News of Higher Educational Institutions. Construction. 2018;(7):5–16. (In Russ.)

Copyright (c) 2022 Kolchunov V.I., Moskovtseva V.S.

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