Finite Element Analysis of Chloride Ingress in Prestressed Concrete Bridge Girders Accounting for Service-Life Ambient Conditions-Reference-Cited by-同舟云学术

Finite Element Analysis of Chloride Ingress in Prestressed Concrete Bridge Girders Accounting for Service-Life Ambient Conditions

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aliasghar-Mamaghani Mojtaba¹^ORCID,Koutromanos Ioannis²^ORCID,Roberts-Wollmann Carin³,Hebdon Matthew⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

4. Associate Professor, Dept. of Civil Architectural and Environmental Engineering, The Univ. of Texas at Austin, Austin, TX 78712.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11686

Reference74 articles.

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

2. Aliasghar Mamaghani M. 2023. “Computational simulation of chloride-induced corrosion damage in prestressed concrete bridge girders.” Doctoral dissertation Dept. of Civil and Environmental Engineering Virginia Tech.

3. Analytical Evaluation of Corrosion-Induced Strength Degradation in Prestressed Bridge Girders

4. Pore Structure of Cement-Based Materials

5. Influence of Cracking on Heat Propagation in Reinforced Concrete Structures