Abstract
Based on the sequential coupling method and the temperature rise curve according to ISO-834, the ABAQUS numerical models of grout sleeve splicing joint was established. At a different fire exposure time, the temperature field and ultimate tensile strength of splicing joint were numerically analyzed. Meanwhile, by means of the stress distribution analysis of grouting material, the failure mechanism of splicing joint was put forward. Numerical simulation result shows that under the action of ultimate tensile load, the Mises stress of rebar decreases gradually along axial direction from uploaded end to non-loaded end, the Mises stress of sleeve increases gradually along axial direction from sleeve end to middle cross section, and the stress distribution of grouting material is relatively uniform. Furthermore, with the increase of fire exposure time, the stress state of grouting material changes from trip-direction compressive state to trip-direction tensile state gradually, which leads to the ultimate tensile load of grout sleeve splicing joint decreases.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Ling, J.H., Ahmad, B.A.R., Izni, S.I.: Feasibility study of grouted splice connector under tensile load. Constr. Build. Mater. 50(15), 530–539 (2014)
Zheng, Y.F., Guo, Z.X., Zhang, X.: Effect of grout properties on bond behavior of grouted pipe splice. KSCE J. Civ. Eng. 22(1), 2951–2960 (2018)
Kuang, Z.P., Zheng, G.Y., Jiao X.T.: Experimental study on effect of mechanical behavior of grout sleeve splicing for reinforced bars due to lack of grout. J. Tongji Univ. (Nat. Sci.). 47(7), 946–956 (2019) (in Chinese)
Abdel J.M., Beale R.G., et al.: Cyclic loading applied to sleeve couplers for tube and fitting scaffolds. ACMSM25, Lect. Notes in Civil Eng. 37(1), 819–830 (2019)
Gu, F., Wu, T.G., Zhao, W.J., Dui, X.: Numerical study on the static response of grouting-sleeve reinforcement-connection component under axial tension load. Appl. Mech. Mater. 353(1), 3312–3315 (2013)
Gu, F., **an, A.K., Zhao, W.J., Wei, W.: Influence of grouting-material compressive-strength on the mechanical properties of grouting-sleeve reinforcement-connection component. Adv. Eng. Res. 40(1), 87–90 (2015)
Gu, F., Wei, W., Zhao, W.J., **an, A.K.: Study on the mechanical properties of grouting-sleeve reinforcement-connection component under the action of cyclic tension load. Adv. Eng. Res. 40(1), 104–108 (2015)
Gu, F., Song, D.K., Ming, Y., Zhang, Y.Y.: Research on fire resistance of steel sleeve grouting connector. J. Shenyang Jianzhu Univ. (Nat. Sci.). 35(3), 420–427 (2019) (in Chinese)
Ahmad, B.A.R., Loh, H.Y., Izni, S.I.: Performance of grouted splice sleeves with tapered bars under axial tension. Appl. Mech. Mater. 789(1), 1176–1180 (2015)
Eliya, H., George, M.: Non-proprietary bar splice sleeve for precast concrete construction. Eng. Struct. 83(1), 154–162 (2015)
Ali, A.S., Ahmad, B.A.R., Mohd, Z.B.J., Johnson, A., Sayadi, A.: The relationship between interlocking mechanism and bond strength in elastic and inelastic segment of splice sleeve. Constr. Build. Mater. 55(31), 227–237 (2014)
Ameli, M.J., Parks, J.E., Brown, D.N., Pantelides, C.: Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column-to-cap beam joints in accelerated bridge construction. PCI J. 60(2), 80–103 (2015)
Nerio, T., Fabio, M.: Cyclic test on a precast reinforced concrete column-to-foundation grouted duct connection. Bull. Earthq. Eng. 18(1), 1657–1691 (2020)
Ramin, V., Farzad, H., Hafez, T., Mohd, S.J., Farah, N.A.: Development of a new connection for precast concrete walls subjected to cyclic loading. Earthquake Eng. Eng. Vib. 16(1), 97–117 (2017)
Arthi, S., Jaya, KP.: Seismic performance of precast shear wall-slab connection under cyclic loading: experimental test versus numerical analysis. Earthq. Eng. Eng. Vib. 19(1), 739–757 (2020)
ASTM Designation, ASTM A1034/A1034M-10a: Standard test methods for testing mechanical splices for steel reinforcing bars. Am. Soc. Test. Mater. (2015)
ACI Standard, ACI 318–14: Building code requirements for structural concrete and commentary. Am. Concr. Inst. (2014)
People’s Republic of China Industry Standard, JGJ 355–2015: technical specification for grout sleeve splicing of rebars. Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2015) (in Chinese)
International Standard, ISO 834: Fire resistance tests-elements of building construction. Int. Organ. Stand. (2014)
ASTM Designation, ASTM E119-20: Standard test methods for fire tests of building construction and materials. Am. Soc. Test. Mater. (2020)
Song X.Y.: The analysis and research on fire resistance performance of reinforced concrete columns. Master’s Dissertation, Changsha: Hunan University (2006) (in Chinese)
Lie, T.T., Barbaros, C.: Method to calculate the fire resistance of circular reinforced concrete columns. ACI Mater. J. 88(1), 84–91 (1991)
Li, Y.Q., Ma, D.Z., Xu, J.: Fireproof Design Calculation and Structural Treatment of Building Structures. China Architecture & Building Press, Bei**g (1991). (in Chinese)
Ehab, E., Colin, G.B.: Modelling of unbonded post-tensioned concrete slabs under fire conditions. Fire Saf. J. 44(2), 159–167 (2009)
Yaman, S.S.A., Riadh, A.M., Ian, B.: Experimental and numerical study of the behaviour of heat-damaged RC circular columns confined with CFRP fabric. Compos. Struct. 133(1), 679–690 (2015)
Guo, Z.H., Shi, X.D.: Experiment and Calculation of Reinforced Concrete at Elevated Temperatures. Tsinghua University Press, Bei**g (2011)
Hu, H.T., Dong, Y.L.: Experimental research on strength and deformation of high-strength concrete at elevated temperature. China Civ. Eng. J. 35(6), 44–47 (2002) (in Chinese)
Zhou W.J., Liu Y.J., Wang X.: Numerical simulation of high temperature tensile performance of sleeve grouting steel bar. J. Water Resour. Archi. Eng. 14(5), 170–176 (2016) (in Chinese)
Acknowledgements
This research work is supported by Scientific Research Project of Liaoning Science and Technology Department (Project Codes: 2015020600) and the Sub-project III under National Key Technology Research and Development Program of the Ministry of Science and Technology of China (Project Codes: 2018YFD1100403-03).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2021 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Yang, X., Gu, F., Liu, L., Li, Q. (2021). Research on the Fire Resistance of Grout Sleeve Splicing Joint for Precast Stadium. In: Li, Y., Zhu, Q., Qiao, F., Fan, Z., Chen, Y. (eds) Advances in Simulation and Process Modelling. ISSPM 2020. Advances in Intelligent Systems and Computing, vol 1305. Springer, Singapore. https://doi.org/10.1007/978-981-33-4575-1_34
Download citation
DOI: https://doi.org/10.1007/978-981-33-4575-1_34
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-33-4574-4
Online ISBN: 978-981-33-4575-1
eBook Packages: EngineeringEngineering (R0)