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Development of design solutions for protection against progressive collapse of process pipe racks

EDN: XIGCFU

Abstract

Introduction. The paper highlights vulnerability of industrial facilities, such as process pipe racks, to increasing frequency of UAV terrorist attacks and other negative factors that can lead to an emergency situation and subsequent progressive collapse.

Aim. To develop design solutions for protection against progressive collapse in a design emergency situation with ensured geometric immutability and stability of intermediate double-hinged supports of a temperature block in the case of excluding an anchor support from the design scheme (local destruction).

Materials and methods. A review of relevant normative documents on the research topic was carried out. The survey experience was used to analyze the design solutions of recently constructed process pipe racks.

Results. Having analyzed the regulatory documents on the research topic, we assume that the lack of detailed recommendations and calculation methods for stability against progressive collapse of process pipe racks generally reduces the reliability of newly constructed and existing reconstructed facilities. A frequently encountered combination of a temperature block in a highly critical process pipe rack with one anchor support and multiple intermediate double-hinged supports interconnected by split span structures or struts appears disadvantageous in terms of failure to ensure the geometric immutability and stability of the intermediate double-hinged supports of the temperature block in a design emergency situation with the anchor support excluded from the design scheme (local destruction).

Conclusions. The developed design solutions ensure protection against progressive collapse in a design emergency situation and maintain geometric immutability and stability of intermediate double-hinged supports of a temperature block in the case of excluding an anchor support from the design scheme (local destruction). Applications for utility patents on the developed engineering solutions have been filed.

About the Authors

K. G. Adushkin
Ural Federal University
Russian Federation

Konstantin G. Adushkin*, Postgraduate Student, Ural Federal University, Yekaterinburg

Mira str., 19, Yekaterinburg, 620002, Russian Federation

e-mail: 79126251270@yandex.ru



M. M. Aizatullin
Kazan State Power Engineering University
Russian Federation

Marat M. Aizatullin, Postgraduate Student, Kazan State Power Engineering University, Kazan

Krasnoselskaya str., 51, Kazan, 420066, Russian Federation

e-mail: msagkh@tatar.ru



M. I. Vedyakov
Moscow State University of Civil Engineering (National Research University); Research Institute of Building Constructions named after V.A. Koucherenko, JSC Research Center of Construction
Russian Federation

Mikhail I. Vedyakov, Student, Moscow State University of Civil Engineering (National Research University); Engineer, Research Institute of Building Constructions named after V.A. Koucherenko, JSC Research Center of Construction, Moscow

Yaroslavskoye Shosse, 26, Moscow, 129337, Russian Federation; 2nd Institutskaya str., 6, bld. 1, Moscow, 109428, Russian Federation

e-mail: vedyakov.misha@yandex.ru



N. I. Fomin
Ural Federal University
Russian Federation

Nikita I. Fomin, Cand. Sci. (Engineering), Associate Professor, Ural Federal University, Yekaterinburg

Mira str., 19, Yekaterinburg, 620002, Russian Federation

e-mail: ni.fomin@urfu.ru



L. S. Sabitov
Moscow State University of Civil Engineering (National Research University)
Russian Federation

Linar S. Sabitov, Dr. Sci. (Engineering), Professor, Department of Technology and Organization of Construction Production, Moscow State University of Civil Engineering (National Research University), Moscow

Yaroslavskoye Shosse, 26, Moscow, 129337, Russian Federation

e-mail: SabitovLS@mgsu.ru



References

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2. <i>Sabitov L.S., Adushkin K.G., Tokareva L.A., Aizatullin M.M., Zaripov M.M. </i>Characteristic defects and imperfections of building structures of supports of overpasses of industrial enterprises. Construction production. 2024;(3):16–26. (In Russian). https://doi.org/10.54950/26585340_2024_3_16.

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5. <i>Senkin N.A.</i> Consideration of progressive collapse in the design of overhead power transmission line supports. Bulletin of Civil Engineers. 2022;(4):37–46. (In Russian). https://doi.org/10.23968/1999-5571-2022-19-4-37-46.

6. SP 43.13330.2012. Constructions of the industrial enterprises. Updated version of SNiP 2.09.03-85. Moscow: The Ministry of Construction of Russia; 2012. (In Russian).

7. Manual on the design of unstrutted pipe racks and process pipe racks (to SNiP 2.09.03-85). Moscow: Stroyizdat Publ.; 1989. (In Russian).

8. Federal Law of 30.12.2009 No. 384-FZ “Technical regulations on the safety of buildings and structures” [internet]. Available at: https://docs.cntd.ru/document/902192610?section=text. (In Russian).

9. State Standard 27751-2014. Reliability for constructions and foundations. General principles. Moscow: Standartinform Publ.; 2019. (In Russian).

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11. SP 296.1325800.2017. Buildings and structures. Accidental actions. Moscow: Standartinform Publ.; 2017. (In Russian).

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Review

For citations:


Adushkin K.G., Aizatullin M.M., Vedyakov M.I., Fomin N.I., Sabitov L.S. Development of design solutions for protection against progressive collapse of process pipe racks. Bulletin of Science and Research Center of Construction. 2025;45(2). (In Russ.) EDN: XIGCFU

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)