Experimental and Numerical Study of the Fatigue Properties of Corroded Parallel Wire Cables-Reference-Cited by-同舟云学术

Experimental and Numerical Study of the Fatigue Properties of Corroded Parallel Wire Cables

Published:2012-03 Issue:2 Volume:17 Page:211-220
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li H.¹²³⁴,Lan C. M.¹²³⁴,Ju Y.¹²³⁴,Li D. S.¹²³⁴

Affiliation:

1. Research Center of Structural Monitoring and Control, School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China (corresponding author).

2. National Center for Materials Service Safety, Univ. of Science & Technology Beijing, Beijing, 100083, China; formerly, School of Mechanics & Civil Engineering, National Key Laboratory of Coal Resources & Safe Mining, China Univ. of Mining and Technology, Beijing, 100083, China.

3. School of Mechanics & Civil Engineering, National Key Laboratory of Coal Resources & Safe Mining, China Univ. of Mining and Technology, Beijing, 100083, China.

4. Division of Construction, Dalian Univ. of Technology, Dalian, 116024, China.

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.1943-5592.0000235

Reference12 articles.

1. Accelerated Corrosion and Embrittlement of High-Strength Bridge Wire

2. Castillo E. Fernández-Canteli A. Esslinger V. and Thürlimann B. (1985). “Statistical model for fatigue analysis of wires strands and cables.” IABSE Proceedings P-82/85 International Association for Bridge and Structural Engineering (IABSE) Zürich Switzerland 1–40.

3. Statistics and Time Dependence of Mechanical Breakdown in Fibers

4. Aspects of parallel wire cable reliability

5. International Organization for Standardization. (1998). “Metallic materials—Tensile testing at ambient temperature.” ISO 6892 Geneva.

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