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Abstract

Many of the current fatigue design specifications for cross frames, especially those in composite steel bridge systems, have primarily been based on computational studies and component-level laboratory experiments. To fully understand the behavior of cross frames when subjected to in-service truck traffic and to critically evaluate legacy design provisions, in-service field monitoring of cross frames in various composite systems is important. Therefore, select cross frames in three bridges in the greater Houston area were instrumented with strain gage sensors—one straight bridge with normal supports, one straight bridge with skewed supports, and one horizontally curved bridge with radial supports. For each bridge, rainflow counting techniques and other postprocessing procedures were implemented for a monitoring period of one month to compare the measured cross-frame response. Among other key observations, the measured data demonstrated that load-induced force effects in the cross frames of the skewed bridge system exceeded those in the bridges with normal or radial supports and that cross-frame response was highly sensitive to the longitudinal and transverse truck positions. In all cases, though, the measured damage accumulated on all instrumented cross-frame members during their respective monitoring periods, if extrapolated to the entire service life, would likely not cause significant load-induced cracking in the critical welded gusset-to-member connections.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research venture outlined in this paper was sponsored by the Transportation Research Board and the National Cooperative Highway Research Program (NCHRP). The specific work documented was conducted in support of NCHRP Project 12-113, “Proposed Modification to AASHTO Cross-Frame Analysis and Design.” The authors would like to acknowledge all members of the NCHRP 12-113 review panel: Dr. Waseem Dekelbab (Senior Program Officer), Norman McDonald (Chair), Xiaohua Hannah Cheng, Domenic Coletti, Karl Frank, John Hastings, Thomas Macioce, Michelle Romage-Chambers, Dayi Wang, and Stephen Maher. Additionally, Texas Department of Transportation (TxDOT) engineers Jamie Farris, Walter Fisher, Yongqian Lin, and Dennis Johnson provided significant assistance in locating candidate bridges for the field instrumentation. In addition, TxDOT organized lane closures and provided dump trucks for controlled live load tests, as well as provided general traffic control to assist in the instrumentation of the bridges. The Texas Advanced Computing Center (TACC) provided computing resources to conduct the extensive parametric studies associated with this research.

References

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 8August 2024

History

Received: Apr 17, 2023
Accepted: Feb 28, 2024
Published online: May 17, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 17, 2024

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Assistant Teaching Professor, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104 (corresponding author). ORCID: https://orcid.org/0000-0003-3768-6475. Email: [email protected]
Joshua B. White [email protected]
Senior Associate, Wiss, Janney, Elstner Associates, Inc., 4321 West Sam Houston Pkwy N #190, Houston, TX 77043. Email: [email protected]
Postdoctoral Fellow, Univ. of Texas, 10100 Burnet Rd., Austin, TX 78758. ORCID: https://orcid.org/0000-0001-6857-1617. Email: [email protected]
Todd A. Helwig, M.ASCE [email protected]
Jewel McAlister Smith Professorship in Engineering, Univ. of Texas, 10100 Burnet Rd., Austin, TX 78758. Email: [email protected]
Michael D. Engelhardt, M.ASCE [email protected]
Assistant Vice Chancellor for Research and Adnan Abou-Ayyash Centennial Professor in Transportation Engineering, Univ. of Texas, 10100 Burnet Rd., Austin, TX 78758. Email: [email protected]
Jack and Kay Hockema Professor, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. ORCID: https://orcid.org/0000-0002-6964-3317. Email: [email protected]
Michael A. Grubb [email protected]
Executive Director, M.A. Grubb & Assoc., LLC, Wexford, PA 15090. Email: [email protected]

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