Technical Papers
Jul 10, 2013

Identification of Vehicular Axle Weights with a Bridge Weigh-in-Motion System Considering Transverse Distribution of Wheel Loads

Publication: Journal of Bridge Engineering
Volume 19, Issue 3

Abstract

A modified two-dimensional (2D) Moses algorithm for acquiring the field-calibrated influence line (IL) of an existing bridge is presented, based on strain data acquired continuously at a high scanning rate with calibration vehicles of known axle weights and axle spacings crossing an instrumented bridge. Considering the transverse distribution of the wheel loads on each girder attributable to the 2D behavior of the slab-girder bridge, the IL of each of the girders can be calculated, which does not require the girders to possess identical material and geometric properties. By using the calculated IL of each girder as a reference, a modified 2D Moses algorithm was derived to identify axle weights of moving vehicles, taking into consideration the transverse distribution of the wheel loads on each girder. Mathematical equations to calculate ILs and axle weights were derived, and the proposed algorithms were implemented by a computer program. The accuracy of the IL calculation and axle weight identification was verified through a field test of a bridge on U.S. Route 78 in Alabama. The identified axle weights showed agreement with the static measurements from weighing pads and with results from the bending-plate weigh-in-motion (BPWIM) system near the instrumented bridge.

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Acknowledgments

This research was supported by the National Natural Science Foundation of China (51178178), National Science Foundation (1100742), Science Foundation Ireland, Hunan Provincial Natural Science Foundation of China (13JJ2019), Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry (521294021), and Research Fund for the Doctoral Program of Higher Education of China (20110161120025). These programs are gratefully acknowledged.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 19Issue 3March 2014

History

Received: Jan 28, 2013
Accepted: Jul 5, 2013
Published online: Jul 10, 2013
Published in print: Mar 1, 2014
Discussion open until: May 5, 2014

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Authors

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Hua Zhao, Ph.D. [email protected]
Assistant Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, China; Research Associate, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama at Birmingham, Birmingham, AL 35294 (corresponding author). E-mail: [email protected]
Nasim Uddin, Ph.D., F.ASCE [email protected]
P.E.
Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama at Birmingham, Birmingham, AL 35294. E-mail: [email protected]
Eugene J. O’Brien, Ph.D. [email protected]
Professor, School of Architecture, Landscape, and Civil Engineering, Univ. College Dublin, Dublin 4, Ireland. E-mail: [email protected]
Xudong Shao, Ph.D. [email protected]
Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, China. E-mail: [email protected]
Ping Zhu, Ph.D. [email protected]
Assistant Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, China. E-mail: [email protected]

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