Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables-Reference-Cited by-同舟云学术

Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables

Published:2021-10 Issue:10 Volume:26 Page:04021070
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nabizadeh Azam¹,Al-Barqawi Mohammad O.²,Tabatabai Habib³^ORCID

Affiliation:

1. Ph.D. Graduate, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Milwaukee, WI 53211.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Milwaukee, WI 53211.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Milwaukee, WI 53211 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001768

Reference26 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. West Conshohocken PA: ASTM.

2. ASTM. 2015. Standard specification for stress-relieved steel wire for prestressed concrete. ASTM A421/A421M-15. West Conshohocken, PA: ASTM.

3. ASTM. 2018a. Standard specification for low-relaxation, seven-wire steel strand for prestressed concrete. ASTM A416/A416M-18. West Conshohocken, PA: ASTM.

4. ASTM. 2018b. Standard specification for high-strength steel bars for prestressed concrete. ASTM A722/A722M-18. West Conshohocken, PA: ASTM.

5. ASTM. 2020. Standard specification for filled epoxy-coated seven-wire steel prestressing strand. ASTM A882/A882M-20. West Conshohocken, PA: ASTM.

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