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Hysteresis performance and rotation modelling of sleeve-type fully-bolted prefabricated joints
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Zhenshan WANG1, Jinpeng ZHU1, Penggang TIAN2, Junlong LU1, Jianbo TIAN1
Journal of Vibration Engineering | 2025, 38(7) : 1565 - 1576
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Journal of Vibration Engineering | 2025, 38(7): 1565-1576
Hysteresis performance and rotation modelling of sleeve-type fully-bolted prefabricated joints
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Zhenshan WANG1, Jinpeng ZHU1, Penggang TIAN2, Junlong LU1, Jianbo TIAN1
Affiliations
  • 1.State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China,Xi’an University of Technology,Xi’an 710048,China
  • 2.Shaanxi Construction Engineering Holding Group Science and Technology Innovation of Future City Co., LTD., Xi’an 712000,China
Published: 2025-07-10 doi: 10.16385/j.cnki.issn.1004-4523.202308040
Outline
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In order to achieve rapid construction and reliable connection of precast RC frames,a sleeve-type fully-bolted joint is proposed. The ends of the prefabricated components are reinforced with a steel sleeve-concrete combination. High-strength bolts are pre-built in the sleeve area,and the precast components are rapidly installed using a connection plate. A total of four test specimens were designed for different thicknesses of connecting cover plates. The horizontal hysteresis test study obtained the damage mode,load-displacement hysteresis curve,ultimate bearing capacity,ductility and energy dissipation capacity of this type of joint. The results show that the new joint has a 43% higher ultimate load,70% higher initial stiffness and nearly 50% higher ductility than the cast-in-place joint,and the equivalent viscous damping coefficient is increased by about two times,which shows better seismic performance. Strain analysis reveals that the cover plate at the joints shows a “stress increase”,but the effect on the overall performance is not apparent. As the thickness of the connection plate increases,the squeezing effect of the sleeve on the concrete increases. Therefore,a connection stiffness ratio of 1.6 is more reasonable. Finally,based on the test results,a trifold moment-turning angle model is established,and the calculated results agree with the test values.

prefabricated joints  /  full-bolt connection  /  hysteretic test  /  seismic performance  /  destruction mechanism
Zhenshan WANG, Jinpeng ZHU, Penggang TIAN, Junlong LU, Jianbo TIAN. Hysteresis performance and rotation modelling of sleeve-type fully-bolted prefabricated joints[J]. Journal of Vibration Engineering, 2025 , 38 (7) : 1565 -1576 . DOI: 10.16385/j.cnki.issn.1004-4523.202308040
Year 2025 volume 38 Issue 7
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202308040
  • Receive Date:2023-08-20
  • Online Date:2026-02-09
  • Published:2025-07-10
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History
  • Received:2023-08-20
  • Revised:2023-11-16
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Affiliations
    1.State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China,Xi’an University of Technology,Xi’an 710048,China
    2.Shaanxi Construction Engineering Holding Group Science and Technology Innovation of Future City Co., LTD., Xi’an 712000,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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