An analytical model for asymmetric wire breaking in unbonded prestressed single- and multi-strands-Reference-Cited by-同舟云学术

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An analytical model for asymmetric wire breaking in unbonded prestressed single- and multi-strands

Published:2024-01-29 Issue:9 Volume:20 Page:1418-1436
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wu Taotao¹²,Chen Weizhen¹,Akiyama Mitsuyoshi²^ORCID,Frangopol Dan M.³^ORCID,Zhang Boshan¹

Affiliation:

1. Department of Bridge Engineering, Tongji University, Shanghai, China

2. Department of Civil and Environmental Engineering, Waseda University, Tokyo, Japan

3. Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, Pennsylvania, USA

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2303742

Reference27 articles.

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

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

3. Damage and collapse mode of existing post tensioned precast concrete bridge: The case of Petrulla viaduct

4. Effect of broken rope components distribution throughout rope cross-section on polyester rope response: Numerical approach

5. Simplified Model of PC Concrete Beams with Corroded Strands in Highway Viaduct: Case Study and Analytical Modeling

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1. Frictional effect on the mechanical properties of bridge's semi-parallel stay cables under axial tensile loads;Applied Mathematical Modelling;2024-10

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