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Erschienen in:
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2023 | OriginalPaper | Buchkapitel

11. Cyclic Performance of Bonded Sleeve Beam-Column Connections

verfasst von : Zhujing Zhang, Yu Bai, Xuhui He, Li Jin, Lei Zhu

Erschienen in: Composites for Building Assembly

Verlag: Springer Nature Singapore

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Abstract

This chapter presents the cyclic performance of bonded sleeve connections for joining tubular glass fibre reinforced polymer (GFRP) beams and columns. Specimens with different endplate thickness and number of bolts are examined under cyclic loading. The hysteretic moment-rotation responses of specimens, including rotational stiffness, ultimate moment and rotation capacity, and local strain responses are experimentally obtained and comparatively investigated. The cyclic performance of beam-column specimens is also characterized in terms of their ductility and energy dissipation capacity. Excellent ductility and energy dissipation capacity can be achieved through yielding of the steel endplate prior to the final connection failure. Detailed finite element analysis is also performed to describe the cyclic performance of beam-column specimens with bonded sleeve connections. Numerical and experimental results agree well in terms of hysteretic moment-rotation responses, ductility and energy dissipation capacity. Further parametric study of the endplate thickness provides evidence that reduction in endplate thickness may decrease the moment capacity with satisfactory ductility and energy dissipation capacity through the full development of steel yielding.

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Vorheriges Kapitel Connections of Fibre Reinforced Polymer to Steel Members: Numerical Modelling
Nächstes Kapitel Joint Capacity of Bonded Sleeve Connections for Tubular Fibre Reinforced Polymer Members
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Metadaten
Titel
Cyclic Performance of Bonded Sleeve Beam-Column Connections
verfasst von
Zhujing Zhang
Yu Bai
Xuhui He
Li Jin
Lei Zhu
Copyright-Jahr
2023
Verlag
Springer Nature Singapore
Buch
Composites for Building Assembly

Print ISBN: 978-981-19-4277-8

Electronic ISBN: 978-981-19-4278-5

Copyright-Jahr: 2023

DOI
https://doi.org/10.1007/978-981-19-4278-5_11