Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams-Reference-Cited by-同舟云学术

Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams

Published:2022-04-21 Issue: Volume: Page:1-13
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Rabi Musab¹,Shamass Rabee²,Cashell Katherine A.³

Affiliation:

1. Department of Civil Engineering, Jerash University, Jerash, Jordan

2. Division of Civil and Building Services Engineering, School of the Built Environment and Architecture, London South Bank University, London, UK

3. Department of Civil and Environmental Engineering, Brunel University London, London, UK

Funder

Laboratory and acknowledge the Centre for Civil and Building Services Engineering

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2065687

Reference43 articles.

1. Effect of basalt fibers on the flexural behavior of concrete beams reinforced with BFRP bars

2. ACI 318-11. (2011). Building code requirements for structural concrete (ACI 318-11) and commentary (ACI 318R-11). Farmington Hills, MI: American Concrete Institute.

3. The continuous strength method for structural stainless steel design

4. Behavior of inoxydable steel and their performance as reinforcement bars in concrete beam: Experimental and nonlinear finite element analysis

5. Corrosion behavior of duplex stainless steel reinforcement in ternary binder concrete exposed to natural chloride penetration

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