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Experimental Investigation of Bond Performance Between GFRP Bars and Concrete Considering Confinement Effect

To investigate the influence of transverse confinement on the bond performance between glass-fiber reinforced polymer (GFRP) bars and concrete, an experimental study involving 28 beam-type bond specimens was designed and conducted. The effects of key parameters, including the spacing of transverse s...

Täydet tiedot

Tallennettuna:
Päätekijät: Zhiyong Li, Zhifeng Wu, Jinhai Fu, Duanfeng Zhao
Aineistotyyppi: Artigo
Kieli:Inglês
Julkaistu: MDPI AG 2025-09-01
Sarja:Buildings
Aiheet:
confinement effect
GFRP bar
beam-type bond test
bond-slip curve
stirrup spacing
failure mechanism
Linkit:https://www.mdpi.com/2075-5309/15/18/3385
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