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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Bibliographic Details
Main Authors: Hong-Mei Li, Jin-Yan Zheng, Shu-Shan Li
Format: Article
Language:English
Published: MDPI AG 2024-02-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/2/388