Preview

Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture

Advanced search

Reinforced concrete beams on yielding supports with thrust under dynamic load

https://doi.org/10.31675/1607-1859-2021-23-6-143-156

Abstract

Reinforced concrete beam with limited horizontal displacement on yielding supports under dynamic loading require considering the thrust response. The thrust presence significantly increases the beam strength and crack resistance. The use of yielding supports increases their energy intensity. The purpose of the paper is the experimental study of using yielding supports under the dynamic load conditions. The experimental results concern the reinforced concrete beam with yielding supports with a thrust under the dynamic load. The paper shows the effect from yielding supports on the strength, deformability, and crack resistance of reinforced concrete beams. The obtained results indicate to a positive effect form the use of yielding supports of the beam under the dynamic load.

About the Authors

O. G. O.G. Kumpyak
Tomsk State University of Architecture and Building
Russian Federation

Oleg G. Kumpyak, DSc, Professor

2, Solyanaya Sq., 634003, Tomsk



D. R. Galyautdinov
Tomsk State University of Architecture and Building
Russian Federation

Daud R. Galyautdinov, Lecturer Assistant

2, Solyanaya Sq., 634003, Tomsk



References

1. REFERENCES

2. Abdul'-Rakhman A.S. Povysheniye nesushchey sposobnosti zhelezobetonnykh konstruktsiy pri vzryvnykh vozdeystviyakh: Dissertatsiya na soiskaniye uchenoy stepeni kandidata tekhnicheskikh nauk [Bearing capacity improvement of reinforced concrete structures under explosive impacts. PhD Thesis]. Moscow, 1995. 207 p. (rus)

3. Vinogradova T.N. Vliyaniye raspora na rabotu zhelezobetonnykh balochnykh konstruktsiy pri kratkovremennykh dinamicheskikh vozdeystviyakh: Dissertatsiya na soiskaniye uchenoy stepeni kandidata tekhnicheskikh nauk [Thrust effect on reinforced concrete beam performance under dynamic load]. Moscow, 1977. 155 p. (rus)

4. Gvozdev A.A., Dmitriyev S.A., Krylov S.M. Novoye o prochnosti zhelezobetona [New about reinforced concrete strangth]. Moscow: Stroyizdat, 1976. 272 p. (rus)

5. Kumpyak O.G., Galyautdinov Z.R. Eksperimental'nye issledovaniya opertykh po konturu zhelezobetonnykh plit s rasporom [Experimental research of reinforced concrete edge supported slabs with spacers]. Vestnik of Tomsk State University of Architecture and Building. 2015. No. 3. Pp. 113120. (rus)

6. Popov N.N., Rastorguyev B.S. Raschet zhelezobetonnykh konstruktsiy na deystviye kratkovremennykh dinamicheskikh nagruzok [Strength analysis reinforced concrete structures under dynamic loads]. Moscow: Stroyizdat, 1964. 151 p. (rus)

7. Tikhonov I.N. Printsipy rascheta prochnosti i konstruirovaniya armirovaniya balok perekrytiy zdaniy iz monolitnogo zhelezobetona dlya predotvrashcheniya progressiruyushchego razrusheniya [Strength analysis of beam reinforcement to prevent progressive fracture]. Zhilishchnoe stroitel'stvo. 2013. No. 2. Pp. 40–45. (rus)

8. Kumpyak O.G., Galyautdinov Z.R., Kokorin D.N. Prochnost' i deformativnost' zhelezobetonnyh konstrukcij na podatlivyh oporah pri kratkovremennom dinamicheskom nagruzhenii [Strength and deformability of reinforced concrete structures on yielding supports under dynamic load]. Tomsk: TSUAB, 2016. 270 p. (rus)

9. Kumpyak O.G., Meshcheulov N.V., Lyulevich Y.S. Dinamicheskaya prochnost' i deformativnost' naklonnykh sechenii szhato-izgibaemykh zhelezobetonnykh konstruktsii na podatlivykh oporakh [Dynamic strength and deformability of oblique planes in compressed and bended yielding supports]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 6. Pp. 150159. (rus)

10. Kumpyak O.G., Galyautdinov Z.R., Galyautdinov D.R. Experimental study of beams on yielding supports with thrust. MATEC Web of Conferences. 2018. V. 143. DOI: 10.1051/1.4973016

11. Chiaia B., Kumpyak O., Placidi L., Maksimov V. Experimental analysis and modeling of twoway reinforced concrete slabs over different kinds of yielding supports under short-term dynamic loading. Engineering Structures. 2015. No. 96. Pp. 88–99.

12. Kumpyak O.G., Meshcheulov N.V. Chislennoye modelirovaniye podatlivykh opor v vide trub kol'tsevogo secheniya pri staticheskom i kratkovremennom dinamicheskom nagruzhenii [Numerical simulation of yielding supports in the form of annular tubes under static and dynamic loads]. Vestnik of Tomsk State University of Architecture and Building. 2017. No. 5. Pp. 121134. (rus)

13. Kumpyak O.G., Mesheulov N.V. Numerical simulation of yielding supports the shape of annular tubes under static and short-term dynamic loadings. International Journal for Computational Civil and Structural Engineering. 2017. V. 13. No. 4. Pp. 103–113.

14. Elfetori F.A. Experimental testing of composite tubes with different corrugation profile subjected to lateral compression load. Engineering and Technology International Journal of Mechanical, Industrial Science and Engineering. 2013. V. 7. No. 2. Pp. 10–15.

15. Fan Z., Shen J., Lu G. Investigation of lateral crushing of sandwich tubes. In: Proc. 12th East Asia-Pacific Conf. on Structural Engineering and Construction Procedia Engineering. 2011. V. 14. Pp. 442–449.

16. Lion K.H., Amir R.A.G., Prasetyo E., Khairi Y. Impact energy absorption of concentric circular tubes. In: WSEAS Transactions on Applied and Theoretical Mechanics. 2009. V. 4. No. 3.

17. Lipa S., Kotełko M. Lateral impact of tubular structure – theoretical and experimental analysis. Part 1. Investigation of single tube. Journal of Theoretical and Applied Mechanics. 2013. V. 51. No. 4. Pp. 873–882.


Review

For citations:


O.G. Kumpyak O.G., Galyautdinov D.R. Reinforced concrete beams on yielding supports with thrust under dynamic load. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2021;23(6):143-156. (In Russ.) https://doi.org/10.31675/1607-1859-2021-23-6-143-156

Views: 304


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


ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)