Scientifically based conception for integrated assessing the fire resistance of modern building structures

Authors

  • Ivan I. Palevoda State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, Mashinostroiteley str., 25 https://orcid.org/0000-0003-2469-3553

DOI:

https://doi.org/10.33408/2519-237X.2024.8-2.123

Keywords:

fire resistance limit, concrete building structures, fire temperature conditions, structural fire protection, algorithm, conception

Abstract

Purpose. To systematize the approaches to determining fire resistance limits and develop a scientifically based concept for a comprehensive assessment of fire resistance of modern building structures made of concrete, covering three levels of detail: expert assessment, optimizing calculation, justification of new solutions.

Methods. Analysis and generalization of the results of theoretical and experimental research.

Findings. A scientifically based conception for integrated assessing the fire resistance of modern building structures has been developed, based on the conceptual development of approaches related to modeling the operation of structures in case of fire, which makes it possible to ensure the fire safety of buildings and reduce the economic risk of fire by increasing the share of prevented losses.

Application field of research. The obtained research results can be used in developing standards for the design and construction of building structures made of concrete, for solving problems of assessing fire resistance in the design and construction of buildings and structures, as well as while selecting effective solutions for structural fire protection.

Author Biography

Ivan I. Palevoda, State Educational Establishment «University of Сivil Protection of the Ministry for Emergency Situations of the Republic of Belarus»; 220118, Belarus, Minsk, Mashinostroiteley str., 25

Head of University; PhD in Technical Sciences, Associate Professor

References

Palevoda I.I., Zhamoydik S.M., Zaynudinova N.V., Nekhan' D.S. Ognestoykost' sovremennykh stroitel'nykh konstruktsiy iz zhelezobetona [Fire resistance of modern reinforced concrete building structures]: monograph. Ed. by I.I. Palevoda. Minsk: University of Civil Protection, 2023. 420 p. (rus)

Palevoda I.I. Ognestoykost' izgibaemykh zhelezobetonnykh konstruktsiy iz vysokoprochnogo betona [Fire resistance of bending reinforced concrete structures made of high-strength concrete]. PhD tech. sci. diss.: 05.23.01. Minsk, 2004. 202 p. (rus)

Palevoda I.I., Kudryashov V.A., Kodeba V.M. Transformatsiya bazovykh diagramm deformirovaniya tyazhelogo betona na granitnom zapolnitele v usloviyakh kratkovremennogo vysokotemperaturnogo vozdeystviya [Transformation of the basic diagrams of deformation of heavy concrete on a granite aggregate under conditions of short-term high-temperature impact]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2008. No. 1 (7). Pp. 21–34. (rus). EDN: https://elibrary.ru/SMTLIL.

Palevoda I.I., Zhamoydik S.M., Nekhan' D.S., Batan D.S. Issledovanie fiziko-mekhanicheskikh svoystv tsentrifugirovannogo betona [Study of the physical and mechanical properties of centrifuged concrete]. Science & Technique, 2019. Vol. 18, No. 4. Pp. 319–329. (rus). DOI: https://doi.org/10.21122/2227-1031-2019-18-4-319-329. EDN: https://elibrary.ru/KIXBAR.

Palevoda I.I., Nekhan' D.S. Eksperimental'nye i teoreticheskie issledovaniya fizicheskikh i teplofizicheskikh kharakteristik tsentrifugirovannogo betona [Experimental and theoretical researches of physical and thermophysical characteristics of centrifuged concrete]. Journal of Civil Protection, 2019. Vol. 3, No. 3. Pp. 255–267. (rus). DOI: https://doi.org/10.33408/2519-237X.2019.3-3.255. EDN: https://elibrary.ru/RNCLOG.

Palevoda I.I., Zaynudinova N.V., Chaychits N.I. Rezul'taty ispytaniya na ognestoykost' zhelezobetonnykh predvaritel'no napryazhennykh plit bez stsepleniya armatury s betonom [The results of the fire test concrete slabs with unbonded reinforcement of the fire resistance]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2016. No. 1 (23). Pp. 37–44. (rus). EDN: https://elibrary.ru/VKXNSJ.

Palevoda I.I., Nekhan' D.S. Rezul'taty naturnykh ognevykh ispytaniy tsentrifugirovannykh zhelezobetonnykh kolonn kol'tsevogo secheniya [Results of full-scale fire test of spun reinforced concrete columns of annular section]. Journal of Civil Protection, 2020. Vol. 4, No. 2. Pp. 142–159. (rus). DOI: https://doi.org/10.33408/2519-237X.2020.4-2.142. EDN: https://elibrary.ru/ASBKFB.

Palevoda I.I., Zhamoydik S.M., Nekhan' D.S. Model'nye ognevye ispytaniya zhelezobetonnykh tsentrifugirovannykh kolonn s konstruktivnoy ognezashchitoy [Reinforced concrete centrifuged columns with structural fire protection model fire tests]. Journal of Civil Protection, 2021. Vol. 5, No. 3. Pp. 289–299. (rus). DOI: https://doi.org/10.33408/2519-237X.2021.5-3.289. EDN: https://elibrary.ru/HJXXED.

Palevoda I.I., Zhamoydik S.M., Nekhan' D.S. Ognestoykost' zhelezobetonnykh kolonn s konstruktivnoy ognezashchitoy [Fire resistance of reinforced concrete columns with structural fire retardance]. Fire and Emergencies: Prevention, Elimination, 2022. No. 2. Pp. 67–81. (rus). DOI: https://doi.org/10.25257/FE.2022.2.67-81. EDN: https://elibrary.ru/OBMPXF.

Basakovich I.A., Botyan S.S., Zhamoydik S.M., Kudryashov V.A., Osyaev V.A., Palevoda I.I. Ognezashchitnaya effektivnost'' gipsovykh plit Knauf Fireboard dlya vertikal''nykh stal''nykh profiley razlichnogo sortamenta [Knauf Fireboard fire protection efficiency for vertical steel profiles of various cross section shapes]. Journal of Civil Protection, 2019. Vol. 3, No. 3. Pp. 268–282. (rus). DOI: https://doi.org/10.33408/2519-237X.2019.3-3.268. EDN: https://elibrary.ru/JCWJCS.

Kasperov G.I., Palevoda I.I. Ispol'zovanie «zonnogo» metoda dlya rascheta predelov ognestoykosti zhelezobetonnykh kolonn iz vysokoprochnogo betona [Use of the «zone» method for calculating the fire resistance limits of reinforced concrete columns made of high-strength concrete]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2005. No. 2 (2). Pp. 32–40. (rus). EDN: https://elibrary.ru/SMTKGJ.

Kasperov G.I., Palevoda I.I. Raschet predelov ognestoykosti izgibaemykh stroitel'nykh konstruktsiy iz vysokoprochnogo betona v bezrazmernykh velichinakh [Calculation of fire resistance limits of bent building structures from high-strength concrete in dimensionless quantities]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2005. No. 1 (1). Pp. 4–13. (rus). EDN: https://elibrary.ru/SMNXML.

Golodnov A.I., Kudryashov V.A., Palevoda I.I., Otrosh Yu.A., Tkachuk I.A., Seminog N.N., Drobysh A.S. Sopostavitel'naya otsenka ognestoykosti zhelezobetonnykh mnogopustotnykh plit s ispol'zovaniem standartov Belarusi, Ukrainy, Evropeyskogo soyuza, a takzhe raschetnykh metodov [Comparative assessment fire resistance concrete hollow-core slabs using standards of Belarus, Ukraine, the European Union, and computational methods]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2015. No. 1 (21). Pp. 30–39. (rus). EDN: https://elibrary.ru/TKPYHJ.

Shirko A.V., Kamlyuk A.N., Polevoda I.I., Zaynudinova N.V. Prochnostnoy raschet zhelezobetonnykh plit pri pozhare s ispol'zovaniem programmnoy sredy ANSYS [The strength calculation of concrete stabs in a soft-ware environment ANSYS]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2014. No. 1 (19). Pp. 48–58. (rus). EDN: https://elibrary.ru/SYKPYX.

Nekhan' D.S., Palevoda I.I. Reshenie staticheskoy zadachi ognestoykosti tsentrifugirovannykh zhelezobetonnykh kolonn [The static analysis problem of fire resistance of spun reinforced concrete columns]. Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences, 2021. No. 8. Pp. 94–106. (rus). EDN: https://elibrary.ru/FONZFL.

Shirko A.V., Kamlyuk A.N., Polevoda I.I., Zaynudinova N.V. Teplotekhnicheskiy raschet ognestoykosti elementov zhelezobetonnykh konstruktsiy s ispol'zovaniem programmoy sredy ANSYS [Thermotechnical calculation of fire resistance of elements of reinforced concrete structures using the ANSYS program]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2013. No. 2 (18). Pp. 260–269. EDN: https://elibrary.ru/SNFAML.(ru.

Palevoda I.I., Kamlyuk A.N., Shirko A.V., Zaynudinova N.V. Modelirovanie povedeniya betona pri teplotekhnicheskom nagruzhenii s uchetom treshchinoobrazovaniya metodom konechnykh elementov na primere rossiyskogo standarta [Modeling the behavior of concrete under thermal engineering loading taking into account crack formation by the finite element method on the example of the Russian standard]. Vestnik Kokshetauskogo tekhnicheskogo institutea MChS Respubliki Kazakhstan, 2014. No. 2 (14). Pp. 3–14. (rus)

Palevoda I.I., Zaynudinova N.V. Opredelenie predela ognestoykosti zhelezobetonnykh predvaritel'no napryazhennykh plit bez stsepleniya armatury s betonom [Determination of the fire resistance of prestressed concrete slab with unbonded reinforcement]. Vestnik Komandno-inzhenernogo instituta MChS Respubliki Belarus', 2016. No. 2 (24). Pp. 32–38. (rus). EDN: https://elibrary.ru/WEZNOL.

Palevoda I.I., Zaynudinova N.V. Modelirovanie povedeniya zhelezobetonnykh predvaritel'no napryazhennykh plit bez stsep-leniya armatury s betonom v programmnom komplekse ANSYS [Modelling of the behavior of concrete slabs with unbonded reinforcement in the ANSYS program complex]. Journal of Civil Protection, 2017. Vol. 1, No. 4. Pp. 385–391. (rus). DOI: https://doi.org/10.33408/2519-237X.2017.1-4.385. EDN: https://elibrary.ru/ZRKOZD.

Palevoda I.I., Nekhan' D.S. Reshenie teplotekhnicheskoy zadachi ognestoykosti tsentrifugirovannykh zhelezobetonnykh kolonn [A solution to the thermal problem of fire resistance of spun reinforced concrete columns]. Fire and Explosion Safety. 2021. Vol. 30, No. 2. Pp. 49–70. (rus). DOI: https://doi.org/10.22227/PVB.2021.30.02.49-70. EDN: https://elibrary.ru/ONYDWP.

Palevoda I.I. Opredelenie predelov ognestoykosti sovremennykh stroitel'nykh konstruktsiy iz zhelezobetona s primeneniem komp'yuternogo modelirovaniya v ANSYS [Determination of fire resistance limits for modern reinforced concrete building structures using computer simulation in ANSYS]. Journal of Civil Protection, 2022. Vol. 6, No. 1. Pp. 42–57. (rus). DOI: https://doi.org/10.33408/2519-237X.2022.6-1.42. EDN: https://elibrary.ru/EJENKP.

Palevoda I.I., Nekhan' D.S. Teoreticheskaya model' stoykosti vysokoprochnogo, modifitsirovannogo i tsentrifugirovannogo betonov pri pozhare [Theoretical model of resistance of high-strength, modified and spun concrete in fire]. Vestnik of Brest State Technical University, 2023. No. 2 (131). Pp. 52–61. (rus). DOI: https://doi.org/10.36773/1818-1112-2023-131-2-52-61.

Palevoda I.I., Zaynudinova N.V. Ognestoykost' izgibaemykh zhelezobetonnykh predvaritel'no napryazhennykh plit bez stsepleniya armatury s betonom [Fire resistance of binding prestressed concrete slab with unbonded reinforcemen]. Journal of Civil Protection, 2018. Vol. 2, No. 2. Pp. 161–167. (rus). DOI: https://doi.org/10.33408/2519-237X.2018.2-2.161. EDN: https://elibrary.ru/XPAXHF.

Nekhan' D.S., Zhamoydik S.M., Palevoda I.I. Modelirovanie progreva tsentrifugirovannoy zhelezobetonnoy kolonny s uchetom anizotropii teplofizicheskikh kharakteristik betona po secheniyu [Modeling of heating of a centrifuged reinforced concrete column taking into account anisotropy of thermophysical characteristics of concrete in cross section]. Journal of Civil Protection, 2019. Vol. 3, No. 4. Pp. 366–377. (rus). DOI: https://doi.org/10.33408/2519-237X.2019.3-4.366. EDN: https://elibrary.ru/ENCGRI.

Palevoda I.I., Nekhan' D.S. Ognestoykost' tsentrifugirovannykh zhelezobetonnykh kolonn [Fire resistance of spun reinforced concrete columns]. Journal of Civil Protection, 2019. Vol. 5, No. 2. Pp. 139–158. (rus). DOI: https://doi.org/10.33408/2519-237X.2021.5-2.139. EDN: https://elibrary.ru/KGKYBX.

Palevoda I.I., Nekhan' D.S., Batan D.S. Povedenie tsentrifugirovannogo betona pri pozhare [Behavior of centrifuged concrete in case of fire]. Journal of Civil Protection, 2018. Vol. 2, No. 4. Pp. 455–469. (rus). DOI: https://doi.org/10.33408/2519-237X.2018.2-4.455. EDN: https://elibrary.ru/MHTDVR.

Palevoda I.I., Zhamoydik S.M., Zaynudinova N.V., Nekhan' D.S. Normirovanie ognestoykosti sovremennykh stroitel'nykh konstruktsiy iz zhelezobetona [Regulation of the fire resistance of modern building structures of reinforced concrete]. Journal of Civil Protection, 2023. Vol. 7, No. 2. Pp. 144–163. (rus). DOI: https://doi.org/10.33408/2519-237X.2023.7-2.144. EDN: https://elibrary.ru/ILCPED.

Rukovodstvo po opredeleniyu ekonomicheskoy effektivnosti povysheniya kachestva i dolgovechnosti stroitel'nykh konstruktsiy [Guidelines for determining the cost-effectiveness of improving the quality and durability of building structures]. Research Institute for Reinforced Concrete Construction of the USSR State Construction Committee. Moscow. Stroyizdat, 1981. 56 p. (rus)

Chetverik N.P., Chizhov S.V., Vyazovichenko O.V., Maksimenko A.V., Postovalova A.A., Sakharova I.D., Khanukhov Kh.M. Metodicheskie rekomendatsii po otsenke effektivnosti innovatsiy na etape proekta [Methodological recommendations for assessing the effectiveness of innovations at the project stage]. Committee for Improving Tender Procedures and Innovation Activities of the National Association of Designers. Moscow: National Association of Designers, 2014. 53 p. (rus)

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Published

2024-05-10

How to Cite

Palevoda И. И. (2024) “Scientifically based conception for integrated assessing the fire resistance of modern building structures”, Journal of Civil Protection, 8(2), pp. 123–142. doi: 10.33408/2519-237X.2024.8-2.123.