STUDY ON THE INFLUENCE OF THE CONFINEMENT EFFECT ON THE BOND STRENGTH RECOVERY IN THE DEFECTIVE GROUTED SLEEVE CONNECTION
DOI:
https://doi.org/10.14311/CEJ.2022.02.0025Keywords:
Bond strength, Grouting defect, Confinement effect, Interfacial modeling, Grouted sleeve connectionAbstract
Defects emanating from the onsite operation of the grouted sleeve connector have a significant impact on the ultimate tensile capacity of the connector. In this research, an experiment on the capacity of the fully grouted sleeve connector considering different configurations of defects was carried out. The experiment results indicated that the connector is highly sensitive to the location of the defects, which engenders a drop of 15% in the ultimate capacity of the connector. Based on the accurate simulation of the experiment model, a series of parametric analyses were conducted to evaluate the interaction of defects with other mechanical properties of the connector. It was found that the different values of the ratio of the sleeve diameter to that of the bar within the design recommended interval significantly influence the connection's performance. The lowest ratio value engenders approximately 10% to 16% of tensile strength recovery in the weakened configuration, while a bigger ratio value engenders a decline in the capacity. This work proposes the incorporation of a safety constant in the average bond expression.
Downloads
References
Martin, L.D. and C.J. Perry, PCI design handbook: precast and prestressed concrete. 2004: Prestressed Concrete Inst.
Lu, Z., et al., Mechanical behaviour of grouted sleeve splice under uniaxial tensile loading. Engineering Structures, 2019. 186: p. 421-435.
Qiong, Y. and X. Zhiyuan, Experimental study of grouted sleeve lapping connector under tensile load. Građevinar, 2017. 69(06.): p. 453-465.
Yuan, H., et al., Tensile behavior of half grouted sleeve connections: Experimental study and analytical modeling. Construction and Building Materials, 2017. 152: p. 96-104.
Liu, Y.J., C. Li, and W.J. Zhou. Numerical analysis on tensile properties of grout-filled splice sleeve rebars under ISO 834 standard fire. in E3S Web of Conferences. 2018. EDP Sciences.
Ameli, M., et al., Seismic column-to-footing connections using grouted splice sleeves. ACI Structural Journal, 2016. 113(5): p. 1021.
Ameli, M. and C.P. Pantelides, Seismic analysis of precast concrete bridge columns connected with grouted splice sleeve connectors. Journal of Structural Engineering, 2017. 143(2): p. 04016176.
Haber, Z.B., M.S. Saiidi, and D.H. Sanders, Seismic Performance of precast columns with mechanically spliced column-footing connections. ACI Structural Journal, 2014. 111(3): p. 639-650.
Qu, H., et al., investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: Experimental and numerical study. Engineering Structures, 2018. 154: p. 1-9.
Zheng, Y., et al., performance and confining mechanism of grouted deformed pipe splice under tensile load. Advances in Structural Engineering, 2016. 19(1): p. 86-103.
Dancygier, A.N., A. Katz, and U. Wexler, Bond between deformed reinforcement and normal and high-strength concrete with and without fibers. Materials and Structures, 2010. 43(6): p. 839-856.
Hosseini, S.J.A., Bond Behaviour of Grouted Spiral and Splice Connection Under Direct Axial and Flexural Pullout Load. 2015, Universiti Teknologi Malaysia.
Lee, J.-Y., et al., Bond behaviour of GFRP bars in high-strength concrete: bar diameter effect. Magazine of Concrete Research, 2017. 69(11): p. 541-554.
Sayadi, A.A., et al., The relationship between interlocking mechanism and bond strength in elastic and inelastic segment of splice sleeve. Construction and Building Materials, 2014. 55: p. 227-237.
Rolland, A., et al., Analytical and numerical modeling of the bond behavior between FRP reinforcing bars and concrete. Construction and Building Materials, 2020. 231: p. 117160.
Kim, H.-K., Bond strength of mortar-filled steel pipe splices reflecting confining effect. Journal of Asian Architecture and Building Engineering, 2012. 11(1): p. 125-132.
Xing, G., et al., Experimental study on bond behavior between plain reinforcing bars and concrete. Advances in Materials Science and Engineering, 2015. 2015.
Jiang, T., et al., Three-dimensional nonlinear finite element modeling for bond performance of ribbed steel bars in concrete under lateral tensions. International Journal of Civil Engineering, 2020: p. 1-23.
Xu, F., et al., Experimental bond behavior of deformed rebars in half-grouted sleeve connections with insufficient grouting defect. Construction and Building Materials, 2018. 185: p. 264-274.
Zheng, G., et al., Mechanical Performance for defective and repaired grouted sleeve connections under uniaxial and cyclic loadings. Construction and Building Materials, 2020. 233: p. 117233.
Zhang, W., et al., Experimental study on post-fire performance of half grouted sleeve connection with construction defect. Construction and Building Materials, 2020. 244: p. 118165.
Hosseini, S.J.A. and A.B.A. Rahman, Effects of spiral confinement to the bond behavior of deformed reinforcement bars subjected to axial tension. Engineering Structures, 2016. 112: p. 1-13.
Torre-Casanova, A., et al., Confinement effects on the steel–concrete bond strength and pull-out failure. Engineering Fracture Mechanics, 2013. 97: p. 92-104.
Wang, Z., et al., Experimental study on a novel UHPC grout-filled pipe sleeve with mechanical interlocking for large-diameter deformed bars. Engineering Structures, 2021. 226: p. 111358.
Berra, M., et al., Steel–concrete bond deterioration due to corrosion: finite-element analysis for different confinement levels. Magazine of Concrete Research, 2003. 55(3): p. 237-247.
Espoir, K.K., X. Fuzhe, and G. Haojie, GROUTED SLEEVE CONNECTION FOR PRECAST CONCRETE MEMBERS. Civil Engineering Journal, 2020. 28(4).
Kahama, E.K., X. Fuzhe, and D.-L. M. Anglaaere, Numerical study on the influence of defects in grouting on the mechanical properties of a full grouted sleeve connector. The Journal of Adhesion, 2021: p. 1-32.
Guo, H., J. Zhang, and C. Wang, Experimental Study on Influence of Connection Defects on Joint Strength of Half-Grouted Sleeve Splicing of Rebar. Advances in Civil Engineering, 2020. 2020.
Lubliner, J., et al., A plastic-damage model for concrete. International Journal of solids and structures, 1989. 25(3): p. 299-326.
Hany, N.F., E.G. Hantouche, and M.H. Harajli, Finite element modeling of FRP-confined concrete using modified concrete damaged plasticity. Engineering Structures, 2016. 125: p. 1-14.
Kmiecik, P. and M. Kamiński, Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration. Archives of civil and mechanical engineering, 2011. 11(3): p. 623-636.
Manual, A.S.U.s., Abaqus 6.11. http://130.149, 2012. 89(2080): p. v6.
Ma, Y.-X., O. Zhao, and K.H. Tan, Experimental and numerical studies of concrete-encased concrete-filled steel tube stub columns under uniaxial and biaxial eccentric compression. Engineering Structures, 2021. 232: p. 111796.
Ren, W., et al., Numerical simulation of prestressed precast concrete bridge deck panels using damage plasticity model. International Journal of Concrete Structures and Materials, 2015. 9(1): p. 45-54.
Raza, A., et al. Finite element modelling and theoretical predictions of FRP-reinforced concrete columns confined with various FRP-tubes. in Structures. 2020. Elsevier.
Brenes, F.J., S.L. Wood, and M.E. Kreger, Anchorage requirements for grouted vertical-duct connectors in precast bent cap systems. 2006.
Downloads
Published
Issue
Section
License
Copyright (c) 2022 Stavební obzor - Civil Engineering Journal
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
How to Cite
Accepted 2022-07-18
Published 2022-07-31