Technical Notes
Feb 28, 2020

Experimental Investigation on Wear Resistance of Bushing in Bridge Suspenders

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 3

Abstract

A pin connection is often used to join the hangers with the main cable and main girder in a suspension bridge. As the bridge moves under live or wind loads, the pin-connection components are subject to repetitive loading. The loading causes wear to connection components such as bushings; hence, they often have a shorter life span than other bridge components. In this paper, damage of a bushing in a pin connection between the suspender and deck in a suspension bridge is investigated, and laboratory tests are performed to find a more durable material for the bushing. First, damage of pin-connection components in a suspension bridge is introduced. Secondly, laboratory tests are conducted to determine a more durable bushing material. Finally, conclusions are given that could provide reference for maintenance of suspender connection components in similar suspension bridges.

Get full access to this article

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

Data Availability Statement

All data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

This research project is financially supported by Jiangsu Yangtze Bridge Co. Ltd, which is gratefully acknowledged. The authors also want to thank all the workers in the laboratory experiment.

References

Alastair, A. S. A., and B. R. Colford. 2006. “Forth Road Bridge–Maintenance challenges.” In Proc., 5th Int. Cable Supported Bridge Operators’ Conf. New York: New York State Bridge Authority.
Christen, R., A. Bergamini, and M. Motavalli. 2003. “Three-dimensional localization of defects in stay cables using magnetic flux leakage methods.” J. Nondestr. Eval. 22 (3): 93–101. https://doi.org/10.1023/B:JONE.0000010736.74285.b6.
Elliott, M. E., and E. Heymsfield. 2003. “Inspection of Luling Bridge cable stays: Case study.” J. Constr. Eng. Manage. 129 (2): 226–230. https://doi.org/10.1061/(ASCE)0733-9364(2003)129:2(226).
Feng, D., C. Mauch, S. Summerville, and O. Fernandez. 2018. “Suspender replacement for a signature bridge.” J. Bridge Eng. 23 (11): 05018010. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001299.
Fukuhara, J., H. Fujinoto, H. Onodera, T. Shimada, Y. Sasaki, and K. Takahashi. 2016. “Hakucho-Ohashi Bridge–Inspecting the current deterioration state of the hanger ropes.” In Proc., 9th Int. Cable Supported Bridge Operators’ Conf., 177–183. Halifax, NS, Canada: Halifax Harbour Bridges.
Gimsing, N. J., and C. T. Georgakis. 2012. Cable supported bridges: Concept and design. Chichester, UK: Wiley.
Golden Gate Bridge Highway and Transportation District. 2016. “Bridge design and construction statistics.” Accessed October 25, 2016. http://goldengatebridge.org/research/factsGGBDesign.phpi.
Kanazawa, T., M. Shimomura, M. Okawa, Y. Kishi, and Y. Nagao. 2016. “Maintenance of suspension bridge suspender rope–replacement work and maintenance policy.” In Proc., 9th Int. Cable Supported Bridge Operators’ Conf., 378–387. Halifax, NS, Canada: Halifax Harbour Bridges.
Kawai, Y., D. Siringoringo, and Y. Fujino. 2014. “Failure analysis of the hanger clamps of the Kutai-Kartanegara Bridge from the fracture mechanics viewpoint.” J. Jpn. Soc. Civ. Eng. 2 (1): 1–6. https://doi.org/10.2208/journalofjsce.2.1_1.
Kwun, H., S. Y. Kim, and G. M. Light. 2003. “The magnetostrictive sensor technology for long range guided wave testing and monitoring of structures.” Mater. Eval. 61 (1): 80–84.
Shapland, M. 2011. “BIAS news archive Clifton suspension bridge.” Accessed August 10, 2019. http://www.b-i-a-s.org.uk/bias_suspension_bridge.html.
Sun, L., and J. Qian. 2011. “Experimental study on wire breakage detection by acoustic emission.” Front. Archit. Civ. Eng. China 5 (4): 503–509. https://doi.org/10.1007/s11709-011-0132-8.
Sun, Z., S. Ning, and Y. Shen. 2017. “Failure investigation and replacement implementation of short suspenders in a suspension bridge.” J. Bridge Eng. 22 (8): 05017007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001089.
Sun, Z., and H. B. Sun. 2018. “Jiangyin Bridge: An example of integrating structural health monitoring with bridge maintenance.” Struct. Eng. Int. 28 (3): 353–356. https://doi.org/10.1080/10168664.2018.1462671.
Xu, J., X. Wu, C. Cheng, and A. Ben. 2012. “A magnetic flux leakage and magnetostrictive guided wave hybrid transducer for detecting bridge cables.” Sensors 12 (1): 518–533. https://doi.org/10.3390/s120100518.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 3June 2020

History

Received: Mar 10, 2019
Accepted: Nov 6, 2019
Published online: Feb 28, 2020
Published in print: Jun 1, 2020
Discussion open until: Jul 28, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Feng Wang
Ph.D. Candidate and Professorate Senior Engineer, Dept. of Bridge Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.
Shiwei Ning
Professorate Senior Engineer, Jiangsu Fasten Cable Co. Ltd., 3456 Zhencheng Rd., Wuxi 214445, China.
Research Engineer, State Key Laboratory of Safety and Health for In-Service Long Span Bridges, Jiangsu Transportation Institute, 2200 Chengxin St., Nanjing 211112, China (corresponding author). ORCID: https://orcid.org/0000-0002-2053-4902. Email: [email protected]

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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share