Abstract
The seismic performance of grout sleeve splicing joint was investigated in this paper. Under the action of reversed cyclic loading, the numerical model of grout sleeve splicing joint was developed and was evaluated in terms of the variation of stress distribution, failure process, hysteresis loop, and energy dissipation. Numerical simulation result shows that the seismic performance of grout sleeve splicing joint mainly depends on the stress state of grouting material. In the first two loading cycles, the mechanical interaction with uneven distribution is the main load transmission mechanism from rebar to sleeve, and the fracture damage in grouting material near the end of sleeve is the main mode of energy dissipation. Between the second and the seventh loading cycles, through the stress redistribution, the grouting material in the area far from the end of sleeve gradually undertakes the energy dissipation function by means of fracture damage, and the obvious oblique compressive zone in grouting material is formed, which is the force transmission path from rebar to sleeve. Meanwhile, it decreases the elastic modulus of entire grouting material to a stable value.
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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).
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Yang, X., Gu, F., Li, Q., Liu, L. (2021). Mechanical Property of Grout Sleeve Splicing Joint Under Reversed Cyclic Loading 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_35
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