Couplings slip determination of the threadbar of strength class 500 N/mm2
- Authors: Grishin G.E.1, Tikhonov G.I.1,2, Savrasov I.P.1, Okolnikova G.E.2
-
Affiliations:
- JSC “SIC ‘Construction’”, NIIZHB named after A.A. Gvozdev
- Peoples’ Friendship University of Russia (RUDN University)
- Issue: Vol 18, No 5 (2022)
- Pages: 475-484
- Section: Experimental researches
- URL: https://journals.rudn.ru/structural-mechanics/article/view/33414
- DOI: https://doi.org/10.22363/1815-5235-2022-18-5-475-484
Cite item
Full Text
Abstract
The authors present the results of R&D on the topic of coupling slip of threadbar of class Av500P. The aim of the work was to obtain experimental data to study the effect of the threadbar coupling on the slip (deformability) of the joint and taking into account the characteristics of the joint in the design of structures. The strength and deformability of coupling samples of threadbar with a diameter of 16, 25 and 40 mm with an innovative four-sided (four-row) thread profile of class Av500P have been studied in accordance with the methodology of international and Russian standards. The samples were made with different tightening torques of the lock nuts and anchor-adhesive compositions inside the coupling. Along with the results of the study, it can be concluded that these couplings of innovative four-row threadbar of class Av500P meet the requirements of international and Russian standards when applying a certain tightening torque to the tightened lock nuts, depending on the diameter of the fittings to be joined and the use of anchor-adhesive compositions on large and medium diameters of the threadbar to be joined. The diagrams of thread joints obtained during the experiment can be used in design practice when design reinforced concrete structures according to the deformation model. Together, this makes it possible to introduce thread joints into the Russian construction regulatory code.
About the authors
Grigorii E. Grishin
JSC “SIC ‘Construction’”, NIIZHB named after A.A. Gvozdev
Author for correspondence.
Email: gegrishin95@mail.ru
ORCID iD: 0000-0003-4646-7514
postgraduate student, design engineer of the Center No. 21, main specialist
6 2-ya Institutskaya St, bldg 5, Moscow, 109428, Russian FederationGeorgy I. Tikhonov
JSC “SIC ‘Construction’”, NIIZHB named after A.A. Gvozdev; Peoples’ Friendship University of Russia (RUDN University)
Email: 1042190020@pfur.ru
ORCID iD: 0000-0002-7010-4118
design engineer of the center No. 21, JSC “SIC ‘Construction’”, NIIZHB named after A.A. Gvozdev; postgraduate student, Department of Architecture, Academy of Engineering, Peoples’ Friendship University of Russia (RUDN University)
6 2-ya Institutskaya St, bldg 5, Moscow, 109428, Russian Federation; 6 Miklukho-Maklaya St, Moscow, 117198, Russian FederationIvan P. Savrasov
JSC “SIC ‘Construction’”, NIIZHB named after A.A. Gvozdev
Email: savrasov@cstroy.ru
ORCID iD: 0000-0002-3877-0460
Candidate of Technical Sciences, Deputy Director
6 2-ya Institutskaya St, bldg 5, Moscow, 109428, Russian FederationGalina E. Okolnikova
Peoples’ Friendship University of Russia (RUDN University)
Email: okolnikova-ge@rudn.ru
ORCID iD: 0000-0002-8143-4614
Candidate of Technical Sciences, Associate Professor of the Department of Civil Engineering, Academy of Engineering
References
- Hu H., Wang J., Yan X. Cracking analysis of members connected by grouted splice sleeves under axial tension. Construction and Building Materials. 2022;322:126487. https://doi.org/10.1016/j.conbuildmat.2022.126487
- Lin Y.-Ch. Behavior of a steel coupled beam moment frame based on nonlinear analyses. Journal of Constructional Steel Research. 2014;99:10-17. https://doi.org/10.1016/j.jcsr.2014.02.008
- Zhao Ch., Zhang Z., Wang J., Wang B. Numerical and theoretical analysis on the mechanical properties of improved CP-GFRP splice sleeve. Thin-Walled Structures. 2019;137:487-501. https://doi.org/10.1016/j.tws.2019.01.018
- Qua H., Lv H., Zhang T., Lic T., Wang Z. Experimental study and theoretic analysis of shear failure mechanism for short precast bridge columns with grouted splice sleeve (GSS) connectors under direct shear load. Engineering Structures. 2022;272:115010.
- Bompa D.V., Elghazouli A.Y. Monotonic and cyclic performance of threaded reinforcement splices. Structures. 2018;16:358-372.
- Degtyarev V.V. Requirements of domestic and foreign standards for anchoring and lap joints without welding of rod fittings of periodic profile. Concrete at the Turn of the Third Millennium: Materials of the 1st All-Russian Conference On the Problems of Concrete and Reinforced Concrete (book 2). Moscow; 2001. p. 941-954. (In Russ.)
- Tikhonov I.N., Meshkov V.Z., Rastorguev B.S. Design of reinforced concrete reinforcement. Moscow: Bumazhnik Publ.; 2015. (In Russ.)
- Tikhonov I.N., Kopylov I.V. Efficiency of production and application of rebar rolled products with new types of periodic profile. Stroitel'nye Materialy. 2021;12:35-47. (In Russ.) https://doi.org/10.31659/0585-430X-2021-798-12-35-47
- Tikhonov I.N. Development, production and implementation of innovative types of rebar rolled products for construction. Stroitel'nye Materialy. 2019;9:67-75. (In Russ.) https://doi.org/10.31659/0585-430X-2019-774-9-67-75
- Zhong X., Zhang T., Zhao Ch., Shu X., Shen M., Chen Y.F. New non-destructive dynamic tensile testing of prestressing fine-rolled screw-threaded steel bars. Engineering Structures. 2019;182:153-163. https://doi.org/10.1016/j.engstruct.2018.12.065
- Katzer J., Szatkiewicz T. Properties of concrete elements with 3D printed formworks which substitute steel reinforcement. Construction and Building Materials. 2019;210:157-161.
- Lu Z., Huang J., Li Y., Dai S., Peng Z., Liu X., Zhang M. Mechanical behaviour of grouted sleeve splice under uniaxial tensile loading. Engineering Structures. 2019;186:421-435. https://doi.org/10.1016/j.engstruct.2019.02.033
- Tikhonov I.N., Meshkov V.Z., Zvezdov A.I., Savrasov I.P. Effective reinforcement for reinforced concrete structures of buildings designed taking into account special loads. Stroitel'nye materialy (Construction materials). 2017;3: 39-45. (In Russ.)
- Tikhonov I.N., Smirnova L.N., Bubis A.A., Tikhonov G.I., Safonov A.A. On new types of rebar rolled products for earthquake-resistant construction. Earthquake-resistant construction. Safety of Structures. 2019;5:20-27. (In Russ.)
- Aliyev Sh.A. Joint work of concrete and rod reinforcement of periodic profile. Baku; 1964. (In Russ.)
- Tikhonov I.N. Reinforcement of elements of monolithic reinforced concrete buildings. Moscow; 2007. (In Russ.)
- Mulin N.M., Konevsky V.P., Sudakov G.N. New types of profile for reinforcement rods. Effective Types of Reinforcement for Reinforced Concrete Structures: Collection of Works of NIIZhB. Moscow; 1970. p. 16-45. (In Russ.)
- Tikhonov G.I. Investigation of the effectiveness of the use of reinforcement with a new four-sided periodic profile in reinforced concrete structures. Moscow; 2019. (In Russ.)
- Alaoud L., Al-Salloum Y., Abbas H. Experimental investigation for GFRP rebar couplers for reinforced concrete. Journal of King Saud University - Engineering Sciences. 2021;33(2):104-110.
- Zhang X., Zhao Y., Guo Y., Li Z. Equivalent stress-strain model of half grouted sleeve connection under monotonic and repeated loads: experiment and preliminary application. Engineering Structures. 2022;260:114247.
- Gu Q., Dong G., Wang X., Jiang H., Peng Sh. Research on pseudo-static cyclic tests of precast concrete shear walls with vertical rebar lapping in grout-filled constrained hole. Engineering Structures. 2019;189:396-410.
- Chen J., Wang Z., Liu Z., Ju Sh. Experimental investigation of mechanical behaviour of rebar in steel half-grouted sleeve connections with defects in water/binder ratio. Structures. 2020;26:487-500.
- Liu Ch., Pan L., Liu H., Tong H., Yang Y., Chen W. Experimental and numerical investigation on mechanical properties of grouted-sleeve splices. Construction and Building Materials. 2020;260:120441. https://doi.org/10.1016/j.conbuildmat.2020.120441
- Zhao E., Song Ch., Zhang X., Zhou Q., Yan K. Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices. Structures. 2022;39:482-495. https://doi.org/10.1016/j.istruc.2022.03.050
- Han W., Zhao Z., Qian J., Cui Y., Liu Sh. Seismic behavior of precast columns with large-spacing and high-strength longitudinal rebars spliced by epoxy mortar-filled threaded couplers. Engineering Structures. 2018;176:349-360. https://doi.org/10.1016/j.engstruct.2018.09.007
- Wu Ch., Chen G., Volz J.S., Brow R.K., Koenigstein M.L. Global bond behavior of enamel-coated rebar in concrete beams with spliced reinforcement. Construction and Building Materials. 2013;40:793-801. https://doi.org/10.1016/j.conbuildmat.2012.11.076