Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables-Reference-Cited by-同舟云学术

Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables

Published:2022-10 Issue:10 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Zhaolei¹,Guo Tong²,Liu Zhongxiang³,Wang Shiyuan⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, P.R. China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, P.R. China (corresponding author).

3. Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 210096, P.R. China.

4. Postdoctoral Researcher, School of Civil Engineering, Southeast Univ., Nanjing 210096, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001938

Reference38 articles.

1. Fatigue resistance of large high tensile steel stay tendons;Birkenmaier M.;Int. Assoc. Bridge Struct. Eng. Rep.,1982

2. Canteli, A. F. 1992. “Length effect on fatigue of wires and strands.” In Proc., Int., Association for Bridge and Structural Engineering Workshop, 125–138. Zurich, Switzerland: International Association for Bridge and Structural Engineering.

3. Castillo, E., V. Esslinger, and A. F. Canteli. 1985. “Statistical model for fatigue analysis of wires, strands and cables.” In Proc., Int. Association for Bridge and Structural Engineering, 82–85. Zurich, Switzerland: International Association for Bridge and Structural Engineering.

4. Statistics and time dependence of mechanical breakdown in fibers;Coleman B. D.;J. Appl. Phys.,1958

5. Maximum likelihood from incomplete data via the EM algorithm;Dempster A. P.;J. R. Stat. Soc.,1977

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