Service Condition of Railroad Corridors around the Insulated Rail Joints-Reference-Cited by-同舟云学术

Service Condition of Railroad Corridors around the Insulated Rail Joints

Published:2013-06 Issue:6 Volume:139 Page:643-650
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Zong Nannan¹,Askarinejad Hossein²,Heva Thaminda Bandula¹,Dhanasekar Manicka³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Built Environment, Faculty of Science and Engineering, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia.

2. Ph.D. Candidate, Center for Railway Engineering, Central Queensland Univ., Rockhampton 4702, Australia.

3. Professor, School of Civil Engineering and Built Environment, Faculty of Science and Engineering, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000541

Reference21 articles.

1. Analysis and tests of boned insulted rail joints subjected to vertical wheel loads

2. Assessing the effects of track input on the response of insulated rail joints using field experiments

3. Askarinejad H. Dhanasekar M. and Simson S. (2010). “Effect of vertical misalignment of adjacent sleepers on the increase in dynamic loads around rail joints.” Proc. Conf. on Railway Engineering RTSA Wellington New Zealand 169–179.

4. AutoCAD 2010 [Computer software]. Autodesk San Rafael CA.

5. Dynamic stress analysis of rail joint with height difference defect using finite element method

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