Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement

Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement

According to the shear capacity test results of six steel-fiber-reinforced high-strength concrete (SFHSC) corbels with welded-anchorage longitudinal reinforcement under concentrated load, the effects of shear span ratio and steel fiber volume fraction on the failure mode, cracking load and ultimate...

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Bibliographic Details
Main Authors: Shu-Shan Li, Die Peng, Heng Wang, Feng-Jian Zhang, Hong-Mei Li, Yi-Jun Xie, Ai-Jiu Chen, Wei Xie
Format: Article
Language:English
Published: MDPI AG 2023-07-01
Series:Materials
Subjects:
corbel
steel-fiber-reinforced high-strength concrete (SFHSC)
welded-anchoragelongitudinal reinforcement
shear span ratio
steel fiber volume fraction
shear transfer mechanism
Online Access:https://www.mdpi.com/1996-1944/16/14/4907

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https://www.mdpi.com/1996-1944/16/14/4907

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