TECHNICAL PAPERS
Nov 1, 2006

System for In-Service Strain Monitoring of Ordinary Bridges

Publication: Journal of Bridge Engineering
Volume 11, Issue 6

Abstract

An in-service bridge monitoring system (ISBMS) has been developed to provide near real-time web-based monitoring of live load strains in a bridge. The monitoring system is small, battery operated, can be rapidly deployed, and is programmed and interrogated via a user-friendly web interface. The ISBMS has been designed to be portable and used on an “as-needed” basis as a diagnostic tool or for health monitoring of ordinary bridges. The system is based on a small single-board computer with analog inputs; it also includes a cellular digital packet data modem for communication via the existing cellular network. Strains are measured using either a full bridge strain transducer or a quarter bridge foil strain gauge. The system has three modes of operation; The peaks program records peak live load strains that exceed a specified threshold, the time history program captures dynamic waveforms that exceed a specified threshold, and the rainflow program counts varying amplitude strain cycles. The selection and setup of the program, and retrieval of data is handled through a custom designed web interface. The system has been tested in the laboratory and in the field on a heavily traveled steel girder bridge. The data obtained from the ISBMS can be used for load rating using site specific data, fatigue investigations, monitoring bridge performance under permit loads, and as part of the biannual inspection of ordinary bridge.

Get full access to this article

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

Acknowledgments

This material is based upon work supported by the National Science Foundation under Grant No. NSFCMS-9874774, and the Delaware Department of Transportation.

References

ASTM. (1997). “Standard practices for cycle counting in fatigue analysis.” ASTM Designation: E 1049-85, Philadelphia, 739–746.
Arms, S. W., Townsend, C. P., Galbreath, J. H., and Newhard, A. T. (2004). “Wireless strain sensing networks.” Proc., 2nd European Workshop on Structural Health Monitoring, Dept. of Mechanical Engineering, Univ. of Sheffield, Sheffield, U.K.
Banish, R. A., Grimmelsman, K. A., and Aktan, A. E. (2000). “Instrumented monitoring of the Commodore Barry Bridge.” Proc. SPIE, 3995, 112–126.
Bhattacharya, B., Li, D., Chajes, M. J., and Hastings, J. (2005). “Reliability-based load and resistance factor rating using in-service data.” J. Bridge Eng., 10(5), 530–543.
Chajes, M. J., Shenton, H. W., and Finch, W. W. (2001). “Diagnostic and In-service Testing of a Transit Railway Bridge.” Transportation Research Record. 1770, Transportation Research Board, Washington, D.C., 51–57.
Holloway, E. S. (1999). “A long-term monitoring system for highway bridges.” Masters Thesis, Univ. of Delaware, Newark, Del.
Ko, J. M., Ni, Y. Q., and Chan, T. H. T. (1999). “Dynamic monitoring of structural health in cable-supported bridges.” Proc. SPIE 3671, 161–172.
Lee, H., Yun, H., and Maclean, B. (2002). “Development and field testing of a prototype hybrid uniaxial strain transducer.” NDT & E Int., 35(2), 125–134.
Lynch, J. P., Sundararajan, A., Law, K. H., Kiremidjian, A. S., Carryer, E., Sohn, H., and Farrar, C. R. (2003). “Field validation of a wireless structural monitoring system on the Alamosa Canyon Bridge.” Proc. SPIE, 5057, 267–278.
Miyamoto, A., Motoshita, M., and Yan, B. (2003). “Internet monitoring system for bridge performance evaluation.” Life-cycle performance of deteriorating structures: Assessment, design and management, ASCE, Reston, Va., 362–373.
Prine, D. (1997). “First continuous remote bridge monitoring system ensures safe operation of 65-year-old rolling bascule bridge.” J. Test. Eval., 25(2), 267–268.
Sartor, R. R., Culmo, M. P., and DeWolf, J. T. (1999). “Short-term strain monitoring of bridge structures.” J. Bridge Eng., 4(3), 157–164.
Shenton, H. W., Chajes, M. J., and Holloway, E. S. (2000). “A system for monitoring live load strain in bridges.” Structural materials technology IV: An NDT conference, Technomic, Lancaster, Pa., 89–94.
Sazonov, E., Janoyan K., and Jha, R.(2004). “Wireless intelligent sensor network for autonomous structural health monitoring.” Proc. SPIE, 5384, 305–314.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 11Issue 6November 2006
Pages: 673 - 680

History

Received: Dec 9, 2004
Accepted: Feb 21, 2006
Published online: Nov 1, 2006
Published in print: Nov 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Daniel A. Howell
Graduate Student, Oregon State Univ., Corvallis, OR 97331–4501; formerly, Graduate Student, Center for Innovative Bridge Engineering, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716-3120.
Harry W. Shenton III [email protected]
Associate Professor, Center for Innovative Bridge Engineering, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716-3120. E-mail: [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