Abstract
This study developed and investigated a precast slab track system partially reinforced with glass fiber reinforced polymer (GFRP) rebars in the transverse direction, which mitigated the loss of track circuit current by reducing magnetic coupling between the rails and steel reinforcements. An electric analysis was conducted and the results of the analysis verified that the GFRP rebars mitigate the reduced current strength produced by electro-magnetic induction. In the study, a three-dimensional finite element method and flexural experiments were used to study the mechanical behavior of the proposed slab track.
Original language | English |
---|---|
Pages (from-to) | 239-248 |
Number of pages | 10 |
Journal | Computers and Concrete |
Volume | 21 |
Issue number | 3 |
DOIs | |
Publication status | Published - 2018 Mar |
Bibliographical note
Funding Information:This research was supported by a grant (17CTAP-C117247-02) from Technology Advancement Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government. The fifth author (G. Zi) appreciates the financial support by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science and ICT (NRF-2017R1A2B4002988). The assistance of Yeon-min Kwak and Sang-Soo Hwang for the experiment and Dong Won Construction Co. Ltd. for providing of GFRP rebars are appreciated.
Publisher Copyright:
Copyright © 2018 Techno-Press, Ltd.
Keywords
- Concrete
- Glass fiber reinforced polymer (GFRP)
- Magnetic coupling
- Slab track
- Track circuit current
ASJC Scopus subject areas
- Computational Mechanics