Sequential Track–Bridge Interaction Analysis of Quick-Hardening Track on Bridge Considering Interlayer Friction

Sequential Track–Bridge Interaction Analysis of Quick-Hardening Track on Bridge Considering Interlayer Friction

A quick-hardening track (QHT) was developed by injecting quick-hardening mortar into an existing ballast track to rapidly substitute the ballast track with a slab track, thereby improving maintainability and running safety. QHT tracks on a bridge undergo track–bridge interactions similar to other tr...

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Bibliographic Details
Main Authors: Sanghyeon Cho, Kyoung-Chan Lee, Seung Yup Jang, Ilwha Lee, Wonseok Chung
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Applied Sciences
Subjects:
quick-hardening track
railway bridge
track–bridge interaction
sequential interaction analysis
friction
Online Access:https://www.mdpi.com/2076-3417/10/15/5066

Internet

https://www.mdpi.com/2076-3417/10/15/5066

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