EXPERIMENTAL-THEORETICAL CALCULATION OF THE STRESS-DEFORMED STATE OF THE BAR ON THE ELASTIC BASIS

Array

Authors

  • V. Shatohin Kharkiv National University of Civil Engineering and Architecture
  • E. Yakovlev O.M. Beketov National University of Urban Economy in Kharkiv
  • H. Levenko O.M. Beketov National University of Urban Economy in Kharkiv
  • Z. Honcharova O.M. Beketov National University of Urban Economy in Kharkiv

Keywords:

beam, elastic base, stress-strain state.

Abstract

Any strip foundation, and sometimes a slab foundation can be consideredas a be a mon an elastic base. And if with calculation of a beam – the tape base problems practically do not a rise because loading on the tape base as a rule is evenly distributed, and means and the base be haves, a sabsolutelyrigid beam. Then when considering a section of the foundation with unevenlyapplied load, some problems may arise.

Today there are many publications on studies of the use of beams with an elastic base in the field of construction and the application of the features of the method of calculating the stress-strain state in the field of design. As is known, from classical soil mechanics, when a load is applied to a flexible slab, its center gives a draft of 1.24-1.57 times greater than the edges. Note that this effect can be explained by the contour work of the base and its uneven stiffness in the central and peripheral zone of the slab foundation.

It should be noted that today in most cases the method of BN Zhemochkin [6] is used as the basis for the analytical solution of the problem of the interaction of the beam with the elastic base, which combines an engineering approach and strict solutions of the theory of elasticity. According to research, the method is based on the replacement of the continuous problem of the interaction of the foundation beam with the soil base, discrete, with a limited number of calculated sections within the beam and approximation of the smooth reactive pressure curve stepped with a constant value within a single section. Such simplifications allow to calculate various engineering problems on interaction of beams and plates, including with difficult geometry with the set degree of accuracy, bypassing difficult differential and integral calculations.

Author Biographies

V. Shatohin, Kharkiv National University of Civil Engineering and Architecture

Doctor of Engineering Science, Professor

E. Yakovlev, O.M. Beketov National University of Urban Economy in Kharkiv

PhD, Associate Professor, Professor of the Department

H. Levenko, O.M. Beketov National University of Urban Economy in Kharkiv

PhD, Associate Professor of the Department

Z. Honcharova, O.M. Beketov National University of Urban Economy in Kharkiv

PhD, Associate Professor, Associate Professor of the Department

References

1. Gorbunov-Posadov M.I. Osnovaniya, fundament i podzemny`e sooruzheniya : Spravochnik proektirovshhika / M.I. Gorbunov-Posadov, V.A. Il`ichev, V.I. Krutov i dr. / pod obshh. red. E.A. Sorochana, Yu.G. Trofimenkova. – Moskva : Strojizdat, 1985. – 480 s.
2. Berlinov M.V. Primery` rascheta osnovanij i fundamentov / M.V. Berlinov, B.A. Yagupov. – Moskva : Strojizdat, 1986. – 173 s.
3. Shvecz` V.B. Mekhani`ka gruntiv. Osnovi ta fundamenti : pidruchnik / V.B. Shvecz`, I.P. Bojko, Yu.L. Vinnikov ta in. – Dni`propetrovs`k : «Porogi», 2012. – 196 s.
4. Fundamenti budivel` i sporud / Yu. L. Vinnikov ta in. / – Kiyiv : Urozhaj, 2002. – 432 s.
5. Ukhov S.B. Mekhanika gruntov, osnovaniya i fundamenta : uchebnoe posobie dlya stroit. specz. vuzov / S.B. Ukhov, V.V. Semenov, V.V. Znamenskij i dr. / pod. red. S.B. Ukhova. – 3-e izdanie, ispr. – Moskva : Vyssh. shk., 2004. – 566 s.
6. Zhemochkin B.N. Prakticheskie metody rascheta fundamentnykh balok i plit na uprugom osnovanii / B.N. Zhemochkin, A.P. Siniczin. – M. : Gosstrojizdat, 1962. – 239 s.
7. Ter-Martirosyan, Z.G. Mekhanika gruntov / Z.G. Ter-Martirosyan. – Moskva : Izd. ASV., 2005.– 488 s.
8. Osnovaniya, fundamenty` i podzemny`e sooruzheniya / pod red. E.A. Sorochana/ Spravochnik proektirovshhika. – Moskva: 1985. – 325 s.
9. Luchkovskij I.Ya Vzayemodiya konstrukczij z osnovoyu / I.Ya. Luchkovskij / Biblioteka ITE. Tom 3. – Kharkiv : KhDAMG, 2000. – 264 s.
10. Bronshtejn I.N., Semendyaev K.A. Spravochnik po matematike. –M. : GITL., 1956. – 608 s. – S.481–483.
11. Korn G.K., Korn T.K. Spravochnik po matematike. – M. : Izdatel`stvo «Nauka» GRMML, 1974. – 832 s. – S. 316–317.
12. PLAXIS 3D Foundation. Uchebnoe posobie. Versiya 1. – 74 s.

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Published

2021-03-26

How to Cite

Shatohin, V., Yakovlev, E., Levenko, H., & Honcharova, Z. (2021). EXPERIMENTAL-THEORETICAL CALCULATION OF THE STRESS-DEFORMED STATE OF THE BAR ON THE ELASTIC BASIS: Array. Municipal Economy of Cities, 1(161), 32–37. Retrieved from https://khg.kname.edu.ua/index.php/khg/article/view/5709

Issue

Vol. 1 No. 161 (2021): Series: Engineering science and architecture

Section

статьи

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