Numerical Study of Flexural Behavior of Post-Tensioned Concrete-Filled Fiber-Reinforced Polymer Tube Beam-Reference-Cited by-同舟云学术

Numerical Study of Flexural Behavior of Post-Tensioned Concrete-Filled Fiber-Reinforced Polymer Tube Beam

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:

Radie Edoniyas Birhanu¹,Urgessa Girum²,Mohammed Tesfaye Alemu³^ORCID

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Bahir Dar Univ., P.O. Box 79, Bahir Dar, Ethiopia.

2. Associate Professor, Dept. of Civil, Environmental, and Infrastructure Engineering, George Mason Univ., Fairfax, VA 22030.

3. Associate Professor, Dept. of Civil Engineering, Addis Ababa Science and Technology Univ., P.O. Box: 16417, Addis Ababa, Ethiopia; Director, Construction Quality and Technology Center of Excellence, Addis Ababa Science and Technology Univ., P.O. Box: 16417, Addis Ababa, Ethiopia (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1475

Reference31 articles.

1. AASHTO. 2012. LRFD bridge specifications. Washington, DC: AASHTO.

2. Abdeldaim A. M. Hassan and R. Masmoudi. 2019. “Flexural behavior of rectangular concrete filled FRP tubes (CFFT) beams post-tensioned with steel tendons.” In Proc. 7th CSCE Int. Specialty Conf. on Engineering Mechanics and Materials. Pointe Claire QC Canada: Canadian Society for Civil Engineering.

3. Use of Fiber-Reinforced Self-Consolidating Concrete to Enhance Serviceability Performance of Damaged Beams

4. Abouzied A. and R. Masmoudi. 2013. “Performance of square concrete-filled FRP tubes versus steel reinforced concrete columns.” In Proc. 2nd Conf. on Smart Monitoring Assessment and Rehabilitation of Civil Structures SMAR2013 9. Geneva: International Telecommunication Union.

5. Flexural behavior of rectangular FRP-tubes filled with reinforced concrete: Experimental and theoretical studies