Monitoring an In-Service Railway Bridge with a Distributed Fiber Optic Strain Sensing System

Author:

Van Der Kooi Kyle1,Hoult Neil A.2,Le Hoat3

Affiliation:

1. Researcher, Dept. of Civil Engineering, Queen’s Univ., Ellis Hall, Kingston, ON K7L 3N6, Canada.

2. Associate Professor, Dept. of Civil Engineering, Queen’s Univ., Ellis Hall, Kingston, ON K7L 3N6, Canada (corresponding author).

3. Head of Bridge Assessment, Canadian National Railway, 10229 127 Ave. NW, Edmonton, AB T5E 0B9, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Overview of recent bridge monitoring applications using distributed Brillouin fiber optic sensors;Bastianini F.;J. Nondestructive Test.,2007

2. Bischoff R. J. Meyer O. Enochsson G. Feltrin and L. Elfgren. 2009. “Event-based strain monitoring on a railway bridge with a wireless sensor network.” In Proc. 4th Int. Conf. on Structural Health Monitoring of Intelligent Infrastructure 74–82. Winnipeg MB Canada: ISHMII.

3. Cambridge Systematics Inc. 2007. “National rail freight infrastructure capacity and investment study.” Accessed November 1 2017. http://www.nwk.usace.army.mil/Portals/29/docs/regulatory/bnsf/AAR2007.pdf.

4. CN (Canadian National Railway Company). 2018. “CN—Transportation services—Rail shipping intermodal trucking warehousing and international transportation.” Accessed February 1 2018. https://www.cn.ca/.

5. Evaluation of a strain monitoring system for existing steel railway bridges

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