Experimental Study and Residual Performance Evaluation of Corroded High-Tensile Steel Wires-Reference-Cited by-同舟云学术

Experimental Study and Residual Performance Evaluation of Corroded High-Tensile Steel Wires

Author:

Zheng Xianglong¹,Xie Xu²,Li Xiaozhang³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

3. Lecturer, Faculty of Civil Engineering and Mechanics, Kunming Univ. of Science and Technology, Kunming 650504, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference31 articles.

1. ASTM. (2015). “ Standard test method for measurement of fatigue crack growth rates.” E647-15e1 West Conshohocken PA.

5. Relation between crack growth rate curve and S-N curve for metal fatigue;Cui W.;J. Ship Mech.,2002

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