Chapter
Nov 27, 2018
Eighth Congress on Forensic Engineering

Rails in Retractable Roofs: Overview of the Design Methodology and a Case Study

Publication: Forensic Engineering 2018: Forging Forensic Frontiers

ABSTRACT

Movable structures are becoming one of the new trends for large-span sports facilities. This structure typically involves retractable roofs which are supported by single- or double-line wheeled carts (called bogies) travelling along the steel rails on the runaways. Rail members, which are connected by thermite welding, are subjected to combined load conditions including the dynamic wheel loads during its operation and temperature change. This paper discusses the approach to evaluate the internal stresses in the rail section due to the combined effects of the service wheel loads, the anticipated in-service temperature changes, and the residual stresses due to both manufacturing cooling and straightening, and welding. The main factors that affect the performance of thermite welds are discussed, and techniques for in situ assessment of rail sections are illustrated. Finally, a case study on a rail failure is presented and the potential issues that defective thermite welding installations can raise are discussed.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

1.
K. L. Johnson, “Contact mechanics,” Cambridge University Press, 1985.
2.
O. Orringer, W. R. Paxton, D.E. Gray, P.K. Raj, “Residual stresses and its consequences on both sides of the wheel-rail interface,” Wear, Vol. 191, 1996.
3.
R. G. Fata, J. A. Jones, A. B. Perlman, O. Orringer, “A numerical model for estimation of temperature-time history and residual stress in head-hardened rails, ISS Technical Paper, Mechanical Engineering Department, Tufts University, 2005
4.
E. E. Magel, “Rolling contact fatigue: a comprehensive review,” Federal Railroad Administration Technical Report, 2011.
5.
E. Magel, P. Sroba, K. Sawley, J. Kalousek, “Control of rolling contact fatigue of rails,” Centre for Surface Transportation Technology, National Research Council Canada, 2004.
6.
P. J. Webster, G. Mills, X. D. Wang, W. P. Wang, T. M. Holden, “Residual stresses in alumino-thermic welded rails,” Proc. IMechE, Journal of Strain Analysis, Issue 32, 1997.
7.
S. Chandra, M. M. Agarwal, “Railway Engineering,” Oxford University Press, 2007.
8.
F. V. Lawrence, “Reliability of improved thermite welds,” Final Report for High-Speed Rail IDEA Project 41, Transportation Research Board, 2004.
9.
M. Saarna, A. Laanso, “Rail and rail weld testing,” Fourth International DAAAM Conference Proceedings, 2004.
10.
K. Saita, M. Ueda, T. Yamamoto, K. Karimine, K. Iwano, K. Hirogichi, “trends in Rail Welding Technologies and Our Future Approach,” Nippon Steel & Sumitomo Metal Technical Report, No. 105, 2013.
11.
C.H. Kuo, L.M. Keer, R.K. Steele, “A simulation of the vertical split head failure in rails,” International Journal of Solids Structures, Vol. 30, No. 16, 1993.
12.
A.D. Hearle, K.L. Johnson, “Mode II stress intensity factors for a crack parallel to the surface of an elastic half-space subjected to a moving point load,” Journal of Mechanics of Physical Solids, Vol. 33, No. 1, 1985.
13.
H.P. Marchenko, “Influence of residual stresses on the stress intensity factors for a surface crack in the rail head,” Material Science, Vol. 46, No. 1, 2010.
14.
O. Orringer, Y. H. Tang, J. E. Gordon, D. Y. Jeong, J. M. Morris, A. B. Perlman, “Crack propagation life of detail fractures in rails, Federal Railroad Administration Technical Report, 1988.
15.
K. Sawdley, R. Reiff, “Rail failure assessment for the office of the rail regulator,” Technical Report Project P-00-070, 2000.
16.
U. Zerbst, R. Lunden, K. O. Edel, R. A. Smith, “Introduction to the damage tolerance behavior of railway rails,” Engineering Fracture Mechanics, Elsevier, 2009.

Information & Authors

Information

Published In

Go to Forensic Engineering 2018
Forensic Engineering 2018: Forging Forensic Frontiers
Pages: 329 - 335
Editors: Rui Liu, Ph.D., Kent State University, Michael P. Lester, Element Analytical, Alicia E. Díaz de León, and Michael J. Drerup
ISBN (Online): 978-0-7844-8201-8

History

Published online: Nov 27, 2018
Published in print: Nov 27, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Antonio De Luca, Ph.D.
P.E.
Thornton Tomasetti, Inc., 40 Wall St., New York, NY 10005
Liling Cao, Ph.D.
P.E.
Thornton Tomasetti, Inc., 40 Wall St., New York, NY 10005
Marguerite Pinto
P.E.
Thornton Tomasetti, Inc., 40 Wall St., New York, NY 10005
Elisabeth Malsch, Ph.D.
P.E.
Thornton Tomasetti, Inc., 40 Wall St., New York, NY 10005
Tom Duffy
P.E.
Thornton Tomasetti, Inc., 40 Wall St., New York, NY 10005

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$222.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$222.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share