Nonlinear Finite-Element Modeling of Concrete Bridge Girders Prestressed with Carbon Fiber–Reinforced Polymers-Reference-Cited by-同舟云学术

Nonlinear Finite-Element Modeling of Concrete Bridge Girders Prestressed with Carbon Fiber–Reinforced Polymers

Published:2024-08 Issue:8 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zheng Bo-Tong¹^ORCID,Gencturk Bora²^ORCID,Belarbi Abdeldjelil³,Poudel Prakash⁴

Affiliation:

1. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90007. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90007 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77004.

4. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77004.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6693

Reference46 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2020. AASHTO LRFD bridge design specifications, 9th ed. Washington, DC: AASHTO.

2. Modelling the prestress transfer in pre-tensioned concrete elements

3. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-17. Farmington Hills, MI: ACI.

4. Theory-based approaches and microstructural analysis to evaluate the service life-retention of stressed carbon fiber composite strands for concrete bridge applications

5. A methodological approach for finite element modeling of pretensioned concrete members at the release of pretensioning