Preview

Concrete and Reinforced Concrete

Advanced search

Taking into account the operation of compressed composite polymer reinforcement when calculating the strength of compressed elements according to the deformation model

https://doi.org/10.31659/0005-9889-2022-612-613-4-5-66-71

Abstract

The method of calculating the strength of compressed elements according to the deformation model, taking into account the operation of compressed composite polymer reinforcement, is described. The criteria for the strength of the normal section of the compressed element are proposed when calculating according to the deformation model using piecewise-linear and curved diagrams of axial compression of concrete. The comparison of the results of calculating the strength of prototypes according to the deformation model with experimental data and with the results of calculations using the method of limiting forces is given. It is shown that the proposed method for calculating eccentrically compressed elements, taking into account the work of composite reinforcement in compression, leads to satisfactory convergence with experimental data when using both piecewise linear and a curvilinear diagrams of the axial compression of concrete. By comparing the strength calculation results of the considered sample of experimental non-centrally compressed samples made according to the deformation model using a curved diagram and the method of limiting forces, their satisfactory coincidence was established.

About the Authors

T. A. Mukhamediev
Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev, JSC Research Center of Construction
Russian Federation

Doctor of Sciences (Engineering), Chief Researcher

e-mail: takhir50@rambler.ru 



S. A. Maiorov
Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev, JSC Research Center of Construction
Russian Federation

Lead Engineer

e-mail: maiorov.st@gmail.com 



References

1. Mukhamediev T.A., Mayorov S.A. Calculation of strength of non-centrally compressed elements taking into account the operation of compressed composite polymer reinforcement. <i>Stroitel’naya mekhanika i raschet sooruzhenii</i>. 2022. No. 4, pp. 29–35. (In Russian).

2. SP 295.1325800.2017 «Concrete structures reinforced with polymer composite reinforcement. Design rules». Moscow: Standartinform, 2017. (In Russian).

3. SP 63.13330.2018 «Concrete and reinforced concrete structures. The main provisions». Moscow: Standartinform, 2019. (In Russian).

4. Stepanova V.F., Mukhamediev T.A., Kudyakov K.L., Buchkin A.V., Yurin E.Yu. Experimental studies of the strength of compressed concrete elements reinforced with composite polymer reinforcement. <i>Vestnik NITs «Stroitel’stvo»</i>. 2022. No. 22 (3), pp. 173–182. (In Russian).

5. Lapshinov A.E., Tamrazyan A.G. On the effect of transverse reinforcement on the strength and deformability of compressed concrete elements reinforced with composite polymer reinforcement. <i>Stroitel’stvo i rekonstruktsiya</i>. 2018. No. 4, pp. 20–29. (In Russian).

6. Friedman L.S. Strength and crack resistance of non-centrally compressed concrete elements prestressed with fiberglass reinforcement. Cand. Diss. (Engineering). Minsk. 1983. (In Russian).

7. Umansky A.M. Improvement of methods for calculating structures of marine hydraulic structures made of composite concrete using basalt-plastic reinforcement. Cand. Diss. (Engineering).. Vladivostok. 2017. (In Russian).

8. Nevsky A.V. Strength of compressed carbon fiber concrete elements with carbon composite core and external reinforcement under short-term dynamic loading. Cand. Diss. (Engineering). Tomsk. 2018. (In Russian).

9. Alwash N.A., Jasim A.H. Behavior of short concrete columns reinforced by CFRP bars and subjected to eccentric load. <i>International Journal of Civil Engineering and Technology</i>. 2015. № 6 (10), pp. 15–24.

10. Duy N.P., Anh V.N., Minh N., Anh T., Polikutin A.E. Load-carrying capacity of short concrete columns reinforced polymer bars under concentric axial load. <i>International Journal of Engineering and Advanced Technology</i>. 2018. № 9 (2), pp. 1712–1719.

11. Elchalakani M., Ma G. Tests of glass fibre reinforced polymer rectangular concrete columns subjected to concentric and eccentric axial loading. <i>Engineering Structures</i>. 2017. № 151, pp. 93–104.

12. Elhamaymy A., Hamdy M., Manalo A., Benmokrane B. Uniaxial compression behavior of short square and circular RC piles constructed with GFRP bars and spirals preconditioned in simulated marine environments. <i>Journal of Composites for Construction</i>. 2022. № 26 (3).

13. Fan X., Zhang M. Behavior of inorganic polymer concrete columns reinforced with basalt FRP bars under eccentric compression: <i>An experimental study. Composites Part B: Engineering</i>. 2016. No. 104, pp. 44–56.

14. Guerin M., Mohamed H.M., Benmokrane B., Nanni A., Shield C.K. Eccentric behavior of full-scale reinforced concrete columns with glass fiber-reinforced polymer bars and ties. <i>ACI Structural Journal</i>. 2018. No. 115 (2), pp. 489–499.

15. Guerin M., Mohamed H.M., Benmokrane B., Shield C.K., Nanni A. Effect of glass fiber-reinforced polymer reinforcement ratio on axial-flexural strength of reinforced concrete columns. <i>ACI Structural Journal</i>. 2018. No. 115 (4), pp. 1049–1061.

16. Hadi M.N., Youssef J. Experimental investigation of GFRP-reinforced and GFRP-encased square concrete specimens under axial and eccentric load, and four-point bending test. <i>Journal of Composites for Construction</i>. 2016. No. 20 (5).

17. Khorramian K., Sadeghian P. Experimental and analytical behavior of short concrete columns reinforced with GFRP bars under eccentric loading. <i>Engineering Structures</i>. 2017. No. 151, pp. 761–773.

18. Othman Z.S., Mohammad A.H. Behavior of eccentric concrete columns reinforced with carbon fibre-reinforced polymer bars. <i>Advances in Civil Engineering</i>. 2019. No. 2, pp. 1–13.

19. Salah-Eldin A., Mohamed H.M., Benmokrane B. Axial-Flexural performance of high-strength-concrete bridge compression members reinforced with basalt-FRP bars and ties: experimental and theoretical investigation. <i>Journal of Bridge Engineering</i>. 2019. No. 24 (7).

20. Xue W., Peng F., Fang Z. Behavior and design of slender rectangular concrete columns longitudinally reinforced with fiber-reinforced polymer bars. <i>ACI Structural Journal</i>. 2018. No. 115 (2), pp. 311–322.


Review

For citations:


Mukhamediev T.A., Maiorov S.A. Taking into account the operation of compressed composite polymer reinforcement when calculating the strength of compressed elements according to the deformation model. Concrete and Reinforced Concrete. 2022;612-613(4-5):66-71. (In Russ.) https://doi.org/10.31659/0005-9889-2022-612-613-4-5-66-71

Views: 73


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


ISSN 0005-9889 (Print)
ISSN 3034-1302 (Online)