Shear Bearing Capacity Prediction of Steel-Fiber-Reinforced High-Strength Concrete Corbels on Modified Compression Field Theory

In order to analyze the shear mechanism of the steel-fiber high-strength concrete corbels, a calculation model for the shear bearing capacity of steel-fiber-reinforced high-strength concrete corbels was proposed based on the modified compression field theory. Considering the existence of residual te...

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Hlavní autoři:	Hong-Mei Li, Jin-Yan Zheng, Shu-Shan Li
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2024-02-01
Edice:	Buildings
Témata:	corbel local stress modified compression field theory steel-fiber-reinforced high-strength concrete shear bearing capacity
On-line přístup:	https://www.mdpi.com/2075-5309/14/2/388
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