Static calculation of the bearing capacity of a two-pole membrane-rod system taking into account the air-bearing effect using the numerical Euler-Cauchy procedure
https://doi.org/10.21822/2073-6185-2021-48-4-159-170
Abstract
Objective. The purpose of this study is to create a light, sufficiently rigid bearing coating, which can be strengthened by the air-supporting effect during overloads during force majeure. These structures can be erected in a very short time, both in combat conditions and during natural disasters.
Method. The study was carried out in the software package "Program for calculating membrane-pneumatic structures by the step method using the numerical Euler-Cauchy procedure" according to the method of static calculation of membrane-pneumatic systems, taking into account non-linear factors.
Result. A method for calculating air-supported double-belt membrane-rod systems for covering large spans by the iterative method of parameter increments using FEM and the Euler-Cauchy numerical procedure of the third order of accuracy has been developed.
Conclusion. In design practice, the effect of strengthening the coating due to the air-supporting effect can approximately be taken equal to three. The use of the air-supported effect makes it possible to save significant funds, sometimes reaching up to 25% of the estimated cost of the structure due to the use of structural elements of a smaller section.
About the Authors
A. Yu. KimRussian Federation
Aleksey Yu.Kim, Dr.Sci. (Eng), Prof., Department of Building Materials, Structures and Technologies
77 Politekhnicheskaya Str., Saratov 410054
M. F. Amoyan
Russian Federation
Misha F. Amoyan, Postgraduate Student, Department of Building Materials, Structures and Technologies
77 Politekhnicheskaya Str., Saratov 410054
V. E. Khapilin
Russian Federation
Viktor E. Khapilin, Postgraduate Student, Department of Building Materials, Structures and Technologies
77 Politekhnicheskaya Str., Saratov 410054
References
1. Bate K. Numerical methods of analysis and the finite element method. Vilson. M.: Strojizdat, 1982; 447. (In Russ)
2. Gallager R. Gallagher, Finite Element Method. Fundamentals. M.: MIR, 1984; 428. (In Russ)
3. Kim A.Yu. Iterative method of parameter increments in the theory of calculation of nonlinear membrane-pneumatic systems taking into account the elastic work of air. Ministry of Education and Science Ros. Federation, Sarat. state tech. un-t. - Saratov: Sarat. state tech. un-t2005; 186. (In Russ)
4. Ovchinnikov I.G. On the problems of optimal design of structures exposed to aggressive media. [Izvestiya VUZov. Stroitel`stvo i arxitektura] Proceedings of universities. Construction and architecture. 1988; 9: 17 – 22. ( In Russ)
5. Petrov V.V. Calculation of structural elements interacting with an aggressive environment [Tekst] / V.V. Petrov, I.G. Ovchinnikov Yu.M. Shixov. Saratov: Sarat. un-t, 1987; 288. (In Russ)
6. Pogonin A.O. Principles for the formation of autonomous residential buildings in extreme natural conditions: Avtoref. dis. … kand. arx. Moskva, 2010; 30. (In Russ)
7. Porosenkova K.V., Puchkov M.V. Designing a new city in the extreme conditions of the Far North. [Arxitekton: izvestiya vuzov, prilozhenie] Architecton: news of universities, supplement. 2011; 34 [E`lektronny`j resurs].
8. Rajzer V.D. Probabilistic methods in the analysis of reliability and survivability of structures. Moscow: DIA Publishing House, 2018; 396. (In Russ)
9. Telichenko V.I., Terent`ev O.M., Lapidus A.A. Lapidus A.A. Technology of construction of buildings and structures for students. builds. specialist. Higher. School. 2006; 446. (In Russ)
10. Utkin V.S. Calculation of the bearing capacity of bored hanging piles and selection of the pile length according to the safety factor. [Transportny`e sooruzheniya] Transport facilities. 2017; 2, https://t-s.today/PDF/02TS217.pdf (dostup svobodny`j) (In Russ)
11. Ermolov V.V., Bird W.W., Bubner W. Pneumatic Building Structures. Moscow: Stroyizdat. 1983; 439. (In Russ)
12. Voznsenskiy S.B., Ermolov V.V. Design of Pneumatic Structures in the USSR and Abroad. Moscow: TzINIS Gosstroya USSR, 1975. (In Russ)
13. Geiger David. Low-profile air structures in the USA. Building Research and Practice, March-April, 1975; 80-87.
14. Krivoshapko S.N., Galishnikova V.V. Architectural-and-Building Structures: Text Book, Moscow: Izd-vo “URAIT”, 2015; 476. (In Russ)
15. Travush V.I. Contemporary Digital Technologies in Construction Part 1: About Mathematical (Numerical) Modelling / V.I. Travush, A.M. Belostosky, P.A. Akimov. – DOI 10.1088/1757-899X/456/1/012029 // IOP Conference Series: Materials Science and Engineering. 2018; 456.
16. Dzagov A.M., Sidorchuk V.F. Geotechnical aspects of the device and work under load of bored piles in subsidence soils. [Geotexnika] Geotechnical. 2012; 6: 4-21. (In Russ)
17. Ivanova T.V., Al`bert I.U., Kaufman B.D., Shul`man S.G. Bearing capacity of hanging piles according to the criterion of the strength of the pile material or soil [Inzhenerno-stroitel`ny`j zhurnal] Civil Engineering Journal. 2016 ;7 (67): 3-12. (In Russ)
18. Mangushev R.A., Gotman A.L., Znamenskij V.V. Piles and pile foundations: structures, design, technologies. M.: ASV, 2015; 314. (In Russ)
19. Metelyuk N.S., Shishko G.F., Solov`ev A.B. Piles and pile foundations. Izd-vo K.: Budivel`nik, 1977; 256.
20. Internet portal: Eco-sustainable architecture: large-span translucent buildings and structures. Rezhim dostupa: http://blog.dp.ru/post/4699/
Review
For citations:
Kim A.Yu., Amoyan M.F., Khapilin V.E. Static calculation of the bearing capacity of a two-pole membrane-rod system taking into account the air-bearing effect using the numerical Euler-Cauchy procedure. Herald of Dagestan State Technical University. Technical Sciences. 2021;48(4):159-170. (In Russ.) https://doi.org/10.21822/2073-6185-2021-48-4-159-170