Effect of Fiber Dosages and Stirrup Ratios on Torsional Strength of Ultrahigh-Performance Concrete Beams-Reference-Cited by-同舟云学术

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Effect of Fiber Dosages and Stirrup Ratios on Torsional Strength of Ultrahigh-Performance Concrete Beams

Published:2024-11 Issue:4 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Al-Salim Nabeel H.¹,Hassan Rafea F.¹,Mohammed Nisreen S.²,Ali Lina H.³,Hussein Husam H.⁴^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, College of Engineering, Univ. of Babylon, Hillah 51002, Iraq.

2. Professor, Dept. of Civil Engineering, Univ. of Technology, Baghdad 10066, Iraq.

3. Engineer, Dept. of Building and Construction Engineering Technology, Al-Mustaqbal Univ., Hillah 51001, Iraq.

4. Research Scholar, Dept. of Civil Engineering, Stocker Center, Ohio Univ., Athens, OH 45701 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1544

Reference36 articles.

1. Experimental Study on the Torsional Behaviour of Prestressed HSC Hollow Beams

2. Torsion in high-strength concrete hollow beams: Strength and ductility analysis;Bernardo L. F.;ACI Struct. J.,2009

3. Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion

4. Effectiveness of the use of steel fibres on the torsional behaviour of flanged concrete beams

5. Structural layout that takes full advantage of the capabilities and opportunities afforded by two-way RC floors, coupled with the selection of the best technique, to avoid serviceability failures

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