Influence Length of Wire Fracture and Wire-to-Wire Interaction in Helically Wired Strands under Axial Loads-Reference-Cited by-同舟云学术

Influence Length of Wire Fracture and Wire-to-Wire Interaction in Helically Wired Strands under Axial Loads

Published:2018-01 Issue:1 Volume:23 Page:04017110
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Qu Hongya¹,Li Tiantian¹,Chen Genda²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 326 Butler-Carlton Hall, 1401 N. Pine St., Rolla, MO 65409.

2. Professor and Abbett Distinguished Chair, Civil Engineering, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 328 Butler-Carlton Hall, 1401 N. Pine St., Rolla, MO 65409 (corresponding author).

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.1943-5592.0001162

Reference21 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. An investigation on stressing and breakage response of a prestressing strand using an efficient finite element model

3. Experimental and Numerical Evaluation of Unbonded Posttensioning Tendons Subjected to Wire Breaks

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

5. Conditions of Suspension Bridge Cables: New York City Case Study

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