Effect of design variables on deflected tensile performance of high-strength 7-wire steel strand for stay cable-Reference-Cited by-同舟云学术

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Effect of design variables on deflected tensile performance of high-strength 7-wire steel strand for stay cable

Published:2018-11 Issue: Volume:188 Page:40-48
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Kim Jin-Kook,Yang Jun-Mo

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Standard Specification for Low-Relaxation, Seven-Wire Steel Strand for Prestressed Concrete;ASTM A416,2017

2. Steel for the Prestressing of Concrete - Part 4: Strand;ISO 6934-4,1991

3. Prestressing Steels – Part 3: Strand;FprEN 10138-3,2009

4. Steel Wires and Strands for Prestressed Concrete;JIS G3536,2014

5. Uncoated Stress-Relieved Steel Wires and Strands for Prestressed Concrete;KS D7002,2018

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1. Development and characterization of a coaxial strain-sensing cable integrated steel strand for wide-range stress monitoring;REVIEWS ON ADVANCED MATERIALS SCIENCE;2024-01-01

2. Study on propagation mechanism and attenuation law of acoustic emission waves for damage of prestressed steel strands;Measurement;2023-09

3. Response Characteristics of Pre-Stressed Strand Cables Subjected to Low-Velocity Impact: Experiment Test;Buildings;2023-01-22

4. A HYBRID ALGORITHM FOR CABLE FORCE CALCULATION OF CFST ARCH BRIDGES DURING CONSTRUCTION, 192-199.;International Journal of Robotics and Automation;2022

5. Experimental and numerical study on stress distribution in a cross section of Galfan spiral strand;Journal of Building Engineering;2021-07

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