Case Studies
Jan 30, 2024

Evaluation of Material Properties for Historic Steel Bridges

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 4

Abstract

Evaluating the technical conditions and performance for historic bridges is essential to ensure their structural safety and determine their need for strengthening. This study investigates the first railway steel bridge built in China in 1894, which is listed as a national preservation unit and industrial heritage site. The bridge was not only exposed to years of weather change but also suffered a geological disaster in 1976. In addition, the surroundings have changed, including the construction of new railway lines and scenic areas. Thus, it is imperative to evaluate its technical conditions and performance, particularly its material properties. To this end, evaluation procedures were formulated. First, the material composition, properties, and grades of steel were determined by microstructural analysis: the grade of nonmetallic inclusions in steel was determined by metallographic analysis; the corrosion rate of steel was obtained by electrochemical analysis; and the crystal type, size, element product of the corrosion layer, as well as the fracture type of the steel, were analyzed by phase composition and elemental analysis. Next, the static performance indices of the steel were obtained by mechanical property tests: the hardness value of the steel was obtained from hardness test; the yield and tensile strengths of the steel were obtained from tensile tests; and the fatigue properties of the steel were analyzed through fatigue tests. The S-N curve of the steel was determined by fitting the tested data. This study provides a reference for the evaluation of the technical conditions and performance of historic bridges.

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Data Availability Statement

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

Acknowledgments

This research was funded by the National Natural Science Foundation of China (Grant Nos. 51508348 and 51778377), Construction Project of Beijing-Tianjin-Hebei Collaborative Innovation Community (20547601D), and Natural Science Foundation of Hebei Province (Grant Nos. E2017210183 and E2017210191). The financial support is gratefully acknowledged.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 4April 2024

History

Received: Jun 22, 2023
Accepted: Oct 13, 2023
Published online: Jan 30, 2024
Published in print: Apr 1, 2024
Discussion open until: Jun 30, 2024

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Authors

Affiliations

Xueliang Rong [email protected]
Professor, State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China; Professor, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. Email: [email protected]
Jiacheng Chen [email protected]
M.Sc. Student, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. Email: [email protected]
Professor, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. Email: [email protected]
Qingbin Wang [email protected]
M.Sc. Student, School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. Email: [email protected]
Xinxin Wei, Ph.D. [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Ruhr-Universität Bochum, Universitätsstraße 150, Bochum D-44780, Germany (corresponding author). Email: [email protected]

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