The Restraint Mechanism of High-Strength Rectangular Spiral Stirrup Confined Fiber Reinforced Concrete

To reveal the confinement mechanism of high-strength rectangular spiral stirrups (HRSSs) on fiber-reinforced concrete, this study designed and conducted axial compression tests on 20 HRSS-confined fiber-reinforced concrete columns. The effects of stirrup spacing, stirrup strength, and concrete stren...

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Hlavní autoři:	Pengyu Fan, Huajing Zhao, Weitong Liu
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2025-04-01
Edice:	Buildings
Témata:	high-strength rectangular spiral stirrups axial compression tests lateral confinement stress effective confinement coefficient stress-strain constitutive relationship
On-line přístup:	https://www.mdpi.com/2075-5309/15/8/1345
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