Technical Papers
Jan 5, 2023

Mechanical Properties of Corrugated Steel Arch Bridges with Concrete Arch Protection

Publication: Journal of Performance of Constructed Facilities
Volume 37, Issue 2

Abstract

This paper introduces an innovative technology based on an actual corrugated steel arch bridge project. The design of steel-concrete composite structure in which concrete arches are poured around the corrugated steel plate arch ring is proposed to improve its mechanical performance. Field tests and numerical simulations were conducted. In the field test, the load was applied to the structure by loading a heavy truck, and the strain and displacement of different positions of the corrugated steel arch ring section were tested. Two models of corrugated steel arch bridges with and without concrete arch protections were established through finite-element software to study the effect of concrete arch protections on the mechanical properties of corrugated steel arch bridges and verify the test results. The model calculation results showed that when a concrete arch protection was applied, the stress and displacement of each position of the corrugated steel plate arch ring were reduced to varying degrees. The calculated values of the numerical model were also compared with the measured values of the field trials, and it was found that the calculated value is generally slightly higher than the measured value. This study showed that the mechanical performance of corrugated steel arch bridges could be effectively improved by applying concrete arch protection on the corrugated steel arch ring.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The research in this paper was supported by the Research on the Mechanical Characteristics of Steel Box Girders in Cold Regions (Department of Transportation of Heilongjiang Province, China, Grant No. 2020HLJ018) and the Study on the Application of Corrugated Steel Arch Bridges for Small and Medium Spans on Highways and Preparation of Technical Standards for Design and Construction (Department of Transportation of Heilongjiang Province, China, Grant No. 2020HLJ059).

References

Abdel-Sayed, G., and S. R. Salib. 2002. “Minimum depth of soil cover above soil-steel bridge.” J. Geotech. Geoenviron. Eng. 128 (8): 672–681. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:8(672).
Bathurst, R. J., and M. A. Knight. 1998. “Analysis of geocell reinforced-soil covers over large span conduits.” Comput. Geotech. 22 (3–4): 205–219. https://doi.org/10.1016/S0266-352X(98)00008-1.
Beben, D. 2005. “Interaction of soil and bridge structures made of corrugated steel plates.” Ph.D. dissertation, Faculty of Civil Engineering, Opole Univ. of Technology.
Beben, D. 2012. “Numerical study of performance of soil-steel bridge during soil backfilling.” Struct. Eng. Mech. 42 (4): 571–587. https://doi.org/10.12989/sem.2012.42.4.571.
Beben, D., and Z. Manko. 2008. “Static load tests of a corrugated steel plate arch with relieving slab.” J. Bridge Eng. 13 (4): 362–376. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:4(362).
Beben, D., and Z. Manko. 2010. “Static tests on a soil–steel bridge structure with a relieving slab.” Struct. Infrastruct. Eng. 6 (3): 329–346. https://doi.org/10.1080/15732470701511618.
Beben, D., and A. Stryczek. 2016. “Numerical analysis of corrugated steel plate bridge with reinforced concrete relieving slab.” J. Civ. Eng. Manage. 22 (5): 585–596. https://doi.org/10.3846/13923730.2014.914092.
Beben, D., and M. Wrzeciono. 2009. “Numerical analysis of a soil-steel bridge structure.” Baltic J. Road Bridge Eng. 13 (2): 153–161. https://doi.org/10.35784/bud-arch.1890.
El-Sawy, K. M. 2003. “Three-dimensional modeling of soil-steel culverts under the effect of truckloads.” Thin Walled Struct. 41 (8): 747–768. https://doi.org/10.1016/S0263-8231(03)00022-3.
Elshimi, T. M., R. W. I. Brachman, and I. D. Moore. 2013. “Effect of truck position and multiple truck loading on response of long-span metal culverts.” Can. Geotech. J. 51 (2): 196–207. https://doi.org/10.1139/cgj-2013-0176.
El-Taher, M. 2009. “The effect of wall and backfill soil deterioration on corrugated metal culvert stability.” Ph.D. dissertation, Dept. of Civil Engineering, Queen’s Univ.
Essery, D., and K. Williams. 2007. “Buried flexible steel structures with wire mesh reinforcement for cut plates.” Archiwum Instytutu Inżynierii Lądowej 2007 (1): 65–79.
Fang, S., H. Zhifu, Z. Xiangqiang, and M. Zaisheng. 2016. “Strain analysis of steel corrugated plate arch bridge under vehicle load.” J. Hefei Univ. Technol. 39 (6): 823–827. https://doi.org/10.3969/j.issn.1003-5060.2016.06.021.
Flener, E. B. 2009. “Response of long-span box type soil-steel composite structures during ultimate loading tests.” J. Bridge Eng. 14 (6): 496–506. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000031.
Hu, B., L. Yanghui, L. Bailai, L. Huimin, and D. Yanning. 2020. “Analysis of stress characteristics of highway steel corrugated plate arch bridge.” Chin. Foreign Road 40 (4): 120–123. https://doi.org/10.14048/j.issn.1671-2579.2020.04.025.
Kapliński, O., and L. Janusz. 2006. “Three phases of multifactor modelling of construction processes.” J. Civ. Eng. Manage. 12 (2): 127–134. https://doi.org/10.3846/13923730.2006.9636384.
Katona, M. G. 2015. “Influence of soil models on performance of buried culverts.” In Proc., Transportation Research Board Meeting. Washington, DC: TRB Committee.
Liu, B., Y. Hang, F. Zhimao, and W. Quanlu. 2009. “Mechanics behavior of buried corrugated steel arch bridge based on soil-steel interaction mode during construction.” J. Beijing Jiaotong Univ. 33 (4): 65–68. https://doi.org/10.3969/j.issn.1673-0291.2009.04.014.
Liu, B., L. Yuzhu, W. Quanlu, and G. Yankui. 2013. “Strengthening scheme of the long-span buried corrugated steel arch bridge structure.” J. Beijing Jiaotong Univ. 37 (4): 24–29. https://doi.org/10.3969/j.issn.1673-0291.2013.04.005.
Liu, B. D., H. Yin, Y. Wang, and Q. Wang. 2010. “Mechanical analysis of buried corrugated steel arch bridge during construction.” Highway Traffic Technol. 27 (1): 50–53. https://doi.org/10.3969/j.issn.1002-0268.2010.01.010.
Maleska, T., and D. Beben. 2019. “Numerical analysis of a soil-steel bridge during backfilling using various shell models.” Eng. Struct. 196 (Oct): 1–12. https://doi.org/10.1016/j.engstruct.2019.109358.
Manko, Z. Z., and D. Beben. 2005a. “Research on steel shell of a road bridge made of corrugated plates during backfilling.” J. Bridge Eng. 10 (5): 592–603. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:5(592).
Manko, Z. Z., and D. Beben. 2005b. “Static load tests of a road bridge with a flexible structure made from Super Cor type steel corrugated plates.” J. Bridge Eng. 10 (5): 604–621. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:5(604).
Mohammed, H., J. B. Kennedy, and P. Smith. 2002. “Improving the response of soil-metal structures during construction.” J. Bridge Eng. 7 (1): 6–13. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:1(6).
Sargand, S., T. Masada, and A. Moreland. 2008. “Measured field performance and computer analysis of large-diameter multiplate steel pipe culvert installed in Ohio.” J. Perform. Constr. Facil. 22 (6): 391–397. https://doi.org/10.1061/(ASCE)0887-3828(2008)22:6(391).
Sezen, H., K. Y. Yeau, and P. J. Fox. 2008. “In situ load testing of corrugated steel pipe-arch culverts.” J. Perform. Constr. Facil. 22 (4): 245–252. https://doi.org/10.1061/(ASCE)0887-3828(2008)22:4(245).
Sun, D., C. Liu, Y. Wang, Q. Xia, and F. Liu. 2022. “Static performance of a new type of corrugated steel-concrete composite shell under mid-span loading.” In Vol. 37 of Structures, 109–124. New York: Elsevier.
Wang, G., X. Qilong, W. Yuyin, L. Changyong, and S. Dawei. 2021. “Study on static performance of double layer corrugated steel concrete composite arch.” J. Build. Struct. 42 (S2): 358–364. https://doi.org/10.14006/j.jzjgxb.2021.S2.0042.
Yeau, K. Y., H. Sezen, and P. J. Fox. 2009. “Load performance of in situ corrugated steel highway culverts.” J. Perform. Constr. Facil. 23 (1): 32–39. https://doi.org/10.1061/(ASCE)0887-3828(2009)23:1(32).
Yeau, K. Y., H. Sezen, and P. J. Fox. 2014. “Simulation of behavior of in-service metal culverts.” J. Pipeline Syst. Eng. Pract. 5 (2): 04013016. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000158.
Zhang, Y., and P. Zhihui. 2017. “Optimal design techniques research on corrugated steel arch bridge under high backfills.” Highway Eng. 42 (6): 122–127. https://doi.org/10.3969/j.issn.1674-0610.2017.06.022.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 37Issue 2April 2023

History

Received: May 21, 2022
Accepted: Oct 28, 2022
Published online: Jan 5, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 5, 2023

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Authors

Affiliations

Master’s Graduate, Dept. of Civil Engineering, Northeast Forestry Univ., Harbin 150040, China. Email: [email protected]
Quansheng Sun, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Northeast Forestry Univ., Harbin 150040, China (corresponding author). Email: [email protected]
Changsop Kim [email protected]
Doctoral Graduate, Dept. of Civil Engineering, Northeast Forestry Univ., Harbin 150040, China; Doctoral Graduate, Transport Construction Engineering Faculty, Pyongyang Univ. of Transport, Pyongyang 950003, Democratic People’s Republic of Korea. Email: [email protected]
Master’s Graduate, Dept. of Civil Engineering, Northeast Forestry Univ., Harbin 150040, China. Email: [email protected]
Haoyang Zhang [email protected]
Master’s Graduate, Dept. of Civil Engineering, Northeast Forestry Univ., Harbin 150040, China. Email: [email protected]

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