Using Fibers instead of Stirrups for Shear in Ultra-High Performance Concrete T-beams-Reference-Cited by-同舟云学术

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Using Fibers instead of Stirrups for Shear in Ultra-High Performance Concrete T-beams

Published:2022-06-18 Issue:1 Volume:24 Page:36-49
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Jabbar Adil M.¹^ORCID,Mohammed Dhiyaa H.¹^ORCID,Hamood Mohammed J.¹^ORCID

Affiliation:

1. Civil Engineering Department University of Technology Baghdad Iraq

Funder

did not receive any specific

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2022.2088654

Reference29 articles.

1. ACI 445R-99; “Recent Approaches to Shear Design of Structural Concrete”, Report by ACI-ASCE Committee 445, November. 1999, 55.

2. Shear Behavior of Ultra-High-Performance Concrete (UHPC) Beams Reinforced with High-Strength Steel Bars

3. Investigation of the mechanism of shear failure of reinforced concrete beams

4. Effectiveness of stirrups and steel fibres as shear reinforcement

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shear Strength Equation and Database for High-Strength High-Performance Fiber-Reinforced Concrete and Ultra- High-Performance Concrete Beams without Stirrups;ACI Structural Journal;2024-07-01

2. Development and Shear Test of Small and Medium Span Uhpc Π-Bridges in China;2024

3. Shear behavior of prestressed UHPC rectangular beams: experimental investigation and limit equilibrium state-based prediction method;Archives of Civil and Mechanical Engineering;2023-12-27

4. Experimental Study on Shear Behavior of Non-Stirrup Ultra-High Performance Concrete Beams;Materials;2023-06-04

5. Experimental and Numerical Investigation of the Impact of Basalt Fibers and Tie Spacing on Short Concrete Column Behavior;International Journal of Engineering;2023

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