A Design-Oriented Stress-Strain Constitutive Model for Clay-Brick Masonry Columns Confined by FRP

Experimental tests proved that the external confinement of masonry columns through Fiber-Reinforced Polymers (FRP) induces increment of axial strength and ductility. Contrary to FRP-confined concrete, for which reliable unified theoretical stress-strain models are available in literature or included...

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Veröffentlicht in:	Key engineering materials 2022-04, Vol.916, p.147-154
Hauptverfasser:	Sandoli, Antonio, Lignola, Gian Piero, Calderoni, Bruno, Prota, Andrea
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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