The impact of heavy object on an underground structure when falling onto the ground surface

Cover Page

Cite item

Abstract

At the objects of space infrastructure and at nuclear power facilities there are industrial structures, the main task of which is to protect a person, equipment or machinery from emergencies such as, for example, explosions, falling of various objects, fragments. In accordance with the requirements of the Federal Law “On the Protection of the Population and Territories from Natural and Technogenic Emergencies”, when calculating such structures, all types of loads corresponding to their functional purpose must be taken into account. So, for structures located in the area of a possible accident and the fall of space rockets, it is necessary to calculate for the fall of the destroyed parts of the rocket engine. For nuclear power plant facilities, such accidents occur when containers and other heavy objects fall on the ground, affecting underground structures located in the ground, and for civil defense protective structures built into the basement floors of buildings, it is necessary to consider situations in which the overlying floors of a building collapse when exposed to there is an air shock wave on them. Therefore, this problem is relevant, and in this study, a finite-element method for calculating an underground structure in a non-linear dynamic setting has been developed when a large overall object collides with the ground.

About the authors

Oleg V. Mkrtychev

Moscow State University of Civil Engineering (National Research University)

Author for correspondence.
Email: mkrtychev@yandex.ru
ORCID iD: 0000-0002-2828-3693

Dr Sci. (Eng.), Professor of the Strength of Materials Department

26 Yaroslavskoye Shosse, Moscow, 129337, Russian Federation

Yury V. Novozhilov

CADFEM CIS

Email: yury.novozhilov@cadfem-cis.ru

Explicit Dynamics Expert and Head

46 Suzdalskaya St, Moscow, 111672, Russian Federation

Anton Yu. Savenkov

Moscow State University of Civil Engineering (National Research University)

Email: savenkov.asp@mail.ru
SPIN-code: 8652-8088

postgraduate student, Strength of Materials Department

26 Yaroslavskoye Shosse, Moscow, 129337, Russian Federation

References

  1. Korenev B.G., Rabinovich I.M. Dynamic calculation of buildings and structures. Mosсow: Strojizdat Publ.; 1984. (In Russ.)
  2. Korenev B.G., Rabinovich I.M. Dynamic calculation of equipment for special effects. Mosсow: Strojizdat Publ.; 1981. (In Russ.)
  3. Popov N.N., Rastorguyev B.S. Dynamic analysis of reinforced concrete structures. Mosсow: Strojizdat Publ.; 1974. (In Russ.)
  4. Kotlyarevskiy V.A., Ganushkin V.I., Kostin A.A., Kostin A.I., Larionov V.I. Civil defense shelters. Designs and calculation. Mosсow: Strojizdat Publ.; 1989. (In Russ.)
  5. Bodanskiy M.D., Gorshkov A.A. Calculation of structures for shelters. Mosсow: Strojizdat Publ.; 1974. (In Russ.)
  6. Birbraer A.N., Roleder A.Yu. Extreme impacts on structures. Saint Petersburg: Polytechpress; 2009. (In Russ.)
  7. Wu Y., Crawford J.E., Lan S., Magallanes J.M. Validation studies for concrete constitutive models with blast test data. 13th International LS-DYNA Users Conference (online). 2013.
  8. Rastorguev B.S., Plotnikov A.I., Khusnutdinov D.Z. Design of buildings and structures exposed to emergency blast effects. Moscow: ASV Publ.; 2007. (In Russ.)
  9. Pavlov A.S. Numerical method of calculation of blast loads pressure to structures with complex geometry shapes. Academia. Architecture and Construction. 2017;(3):108–112. (In Russ.)
  10. Novozhilov Y.V. Explosion simulation techniques in LS-DINA. XIV International Conference of CADFEM users/ANSYS. Saint Peterburg; 2017. (In Russ.)
  11. Mkrtychev O.V., Dorozhinskiy V.B. Analysis of approaches to determining the parameters of explosive impact. Proceedings of Moscow State University of Civil Engineering. 2012;(5):45–49. (In Russ.)
  12. Mkrtychev O.V., Dorozhinskiy V.B., Lazarev O.V. Calculation of structures of a reinforced concrete building for explosive loads in a nonlinear dynamic setting. Proceedings of Moscow State University of Civil Engineering. 2011;(4):243–247. (In Russ.)
  13. Savenkov A.Y., Mkrtychev O.V. Nonlinear calculation of reinforced concrete structures to the impact of the air shock wave. Proceedings of Moscow State University of Civil Engineering. 2019;14(1):33-45. (In Russ.) http://dx.doi.org/10.22227/1997-0935.2019.1.33–45
  14. Valger S.A. Creation of computational technologies for calculating wind and shock-wave effects on structures (Thesis of Candidate of Technical Sciences). Novosibirsk; 2015. (In Russ.)
  15. Goel M., Matsagar V., Gupta A. An abridged review of blast wave parameters. Defense Science Journal. 2012; 62(5):300–306. (In Ind.)
  16. Bate K., Vilson Ye. Numerical analysis and finite element method. Prentice-Holl; 1982.
  17. Van Leer B.J. Towards the ultimate conservative difference scheme. Second-order sequel to Godunov’s method. J. Comput. Phys. 1979;32(1):101–136. (In Dutch.)
  18. Muyzemnik A.Yu., Boldyrev G.G., Arefyev D.V. Identification of soil models parameters. Engineering Geology World. 2010;(3):38–43. (In Russ.)
  19. Mkrtychev O., Savenkov A. Modeling of blast effects on underground structure. International Journal for Computational Civil and Structural Engineering. 2019;15(4):111–122.
  20. Dolgov I.A. Simulation of the fall of the descent vehicle Mars-6. Gagarin Readings – 2018: Collection of Abstracts of the XLIV International Youth Scientific Conference. Moscow: MAI Publ.; 2018. p. 92–93. (In Russ.)
  21. Evans W., Jonson D., Walker M. An Eulerian approach to soil impact analysis for crashworthiness applications. International Journal of Impact Engineering. 2016;91:14–24. https://doi.org/10.1016/j.ijimpeng.2015.12.011
  22. Kellas F.J. Soft soil impact testing and simulation of aerospace structures. Proceedings of the 10th LS-DYNA Users Conference. Dearborn; 2008.
  23. Mkrtychev O.V. Busalova M.S. Investigation of the reaction of the system building-fundamental structure-foundation soil with and without taking into account the inertial properties of the foundation. Theoretical Foundation of Civil Engineering: XXI Slovak-Polish-Russian Seminar. Moscow; 2013. p. 75–81. (In Russ.)
  24. Dudareva M.S. Probabilistic modeling of the interaction of a structure with a base when calculating for an earthquake (Dissertation of Candidate of Technical Sciences). Moscow; 2018. (In Russ.)
  25. Manual for LS-DYNA Soil Material Model 147 Evaluation. Report No FHWA-HRT-04-095. Lincoln: University of Nebraska; 2004.
  26. Huang Y., Willford M.R. Validation of LS-DYNA® MMALE with blast experiments. 12th International LS-DYNA® Users Conference. San Francisco: Arup; 2012.
  27. Schwer L. An Introduction to the Winfrith concrete model. Engineering & Consulting Services; 2010.
  28. Wu Y., Crawford J.E., Magallanes J.M. Performance of LS-DYNA concrete constitutive models. 12th International LS-DYNA Users Conference. San Francisco: Arup; 2012.

Copyright (c) 2021 Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.

This website uses cookies

You consent to our cookies if you continue to use our website.

About Cookies