Experimental investigation on rail fatigue resistance of track/bridge interaction
Research output: Contribution to journal › Research article › Contributed › peer-review
Contributors
Abstract
This paper presents an experimental study on the flexural fatigue behavior of the typical high-speed rail profile 60E2 (UIC60) for five million load cycles. A resonant machine was applied to achieve a test program of different load levels with high loading frequency. This investigation focuses on the rail fatigue resistance under multiple minimum stress levels and different corrosion conditions. In comparison with historic investigations of rails for two million load cycles, this new rail profile shows better fatigue behavior even for 2.5 times more load cycles. In the end, a new Smith – diagram for five million load cycles is proposed.
Details
Original language | English |
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Article number | 110747 |
Journal | Engineering Structures : the journal of earthquake, wind and ocean engineering |
Volume | 216 |
Publication status | Published - 1 Aug 2020 |
Peer-reviewed | Yes |
External IDs
ORCID | /0000-0003-2694-1776/work/142232894 |
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ORCID | /0000-0001-8735-1345/work/142244475 |
Keywords
ASJC Scopus subject areas
Keywords
- 60E2 rail profile, Corrosion, Flexural fatigue behavior, Rail fatigue failure, Resonant, Track/Bridge interaction