Force-Chain Superposition Method for Interface Force Conditions on the Cross Section of Parallel Steel Wire Strands

Author:

Zhao Yonglin1,Zhang Zhuojie2ORCID,Zhen Xiaoxia3,Wang Lu4

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510640, China.

2. Associate Professor, State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; Associate Professor, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China (corresponding author). ORCID: .

3. Associate Professor, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510640, China.

4. Associate Professor, School of Civil Engineering and Architecture, Southwest Univ. of Science and Technology, Sichuan 621010, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. Further determination of friction coefficients between high-strength zinc-coated steel wires in stay cables;Chen C.;J. Chongqing Jiaotong Univ. Nat. Sci.,2012

2. Development Length for Single Wire in Suspension Bridge Cable

3. The effect of joint working mode between steel wires on local bending stress of stay-cable;Li H.;Appl. Mech. Mater.,2012

4. Corrosion Fatigue Analysis and Reliability Assessment of Short Suspenders in Suspension and Arch Bridges

5. Fatigue Life Evaluation on Short Suspenders of Long-Span Suspension Bridge with Central Clamps

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