Capacity and Load Rating of In-Service Precast Prestressed Concrete Bridge Deck Girders with Transverse Cracks-Reference-Cited by-同舟云学术

Capacity and Load Rating of In-Service Precast Prestressed Concrete Bridge Deck Girders with Transverse Cracks

Published:2023-04 Issue:2 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Gunasekaran Dachina¹,Mirdad Md. Abdul Hamid²^ORCID,Andrawes Bassem³^ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Newmark Civil Engineering Building, Urbana, IL 61801.

2. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Newmark Civil Engineering Building, Urbana, IL 61801. ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Newmark Civil Engineering Building, Urbana, IL 61801 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Medicine

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4261

Reference25 articles.

1. AASHTO. 2002. Standard specifications for highway bridges. 17th ed. Washington, DC: AASHTO.

2. AASHTO. 2018. The manual for bridge evaluation. 3rd ed. Washington, DC: AASHTO.

3. ABAQUS. 2010. ABAQUS analysis user’s manual version 6.10. Providence, RI: Simulia.

4. Alfailakawi, A., C. L. Roberts-Wollmann, M. Hebdon, and I. Koutromanos. 2020. Experimental and analytical evaluation of residual capacity of corrosion-damaged prestressed concrete bridge girders. Richmond, VA: Virginia DOT.

5. Residual strength of CFRP strengthened prestressed concrete bridge girders after hydrocarbon fire exposure

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