Effect of shear span on the behavior of sandwich core steel girder with a corrugated web

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Mazin D. Abdullah
Muthana H. Muhaisin
Haider K. Ammash


Keywords : steel beam, shear span, corrugated web, sandwich core, experimental results
Abstract

Girders with corrugated steel web are preferred and widely used in recently constructed bridges and industrial buildings. Sandwich core girders with corrugated web are constructed by adding two plates (skins) to the corrugated web. This study aims to investigate the shear span-to-depth ratio impact on the performance of sandwich core steel girders with corrugated web. Three span-to-depth ratios (a/d): 1.0, 1.833 and 2.5, were examined. The test includes three girders with sandwich web thickness of 30 mm, three girders with 60 mm sandwich web thickness, and three girders with conventional flat webs. A total of nine simply supported steel girders subjected to a concentrated load were fabricated and tested up to failure. The responses of the examined girders are presented in term of the load deflection curves, the ultimate load, and the maximum displacement. Among the conclusions drawn in this study that girders with sandwich core thickness of 30 mm demonstrate higher ultimate load capacity than girders with sandwich core of 60 mm, the maximum difference in the ultimate load capacity was about 20% and can be seen at a/d equals to 1.0. The results also pointed out that the behavior of the beams was noticeably impacted by the shear span-to-depth ratio.

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How to Cite
Abdullah, M. D., Muhaisin, M. H., & Ammash, H. K. (2022). Effect of shear span on the behavior of sandwich core steel girder with a corrugated web. Scientific Review Engineering and Environmental Studies (SREES), 1–9. https://doi.org/10.22630/srees.2221
References

Abbas, H. H., Sause, R. & Driver, R. G. (2006). Behavior of corrugated web I-girders under in-plane loads. Journal of Engineering Mechanics, 132 (8), 806–814. (Crossref)

Abureden, G. A., Hasan, W. M. & Ababneh, A. N. (2021). Exploring potential benefits of additive manufacturing in creating corrugated web steel beams. Journal of Constructional Steel Research, 187, 106975. https://doi.org/10.1016/j.jcsr.2021.106975 (Crossref)

Ammash, H. K. & Al-Bader, M. A. (2021). Shear behaviour of steel girder with web-corrugated core sandwich panels. IOP Conference Series: Materials Science and Engineering, 1090 (1), 012017. https://doi.org/10.1088/1757-899X/1090/1/012017 (Crossref)

Aydın, R., Yuksel, E., Yardımcı, N. & Gokce, T. (2016). Cyclic behaviour of diagonally-stiffened beam-to-column connections of corrugated-web I sections. Engineering Structures, 121, 120–135. (Crossref)

Driver, R. G., Abbas, H. H. & Sause, R. (2006). Shear behavior of corrugated web bridge girders. Journal of Structural Engineering, 132 (2), 195–203. (Crossref)

Elgaaly, M., Hamilton, R. W. & Seshadri, A. (1996). Shear strength of beams with corrugated webs. Journal of Structural Engineering, 122 (4), 390–398. (Crossref)

Hamilton, R. W. (1993). Behavior of welded girders with corrugated webs (PhD thesis). University of Maine, Orono, ME.

Hassanein, M. F., Elkawas, A. A., Bock, M., Shao, Y. B. & Elchalakani, M. (2021). Effect of using slender flanges on EN 1993-1-5 design model of mono-symmetric S460 corrugated web bridge girders. Structures, 33, 330–342. (Crossref)

Hassanein, M. F. & Kharoob, O. F. (2014). Shear buckling behavior of tapered bridge girders with steel corrugated webs. Engineering Structures, 74, 157–169. (Crossref)

He, J., Liu, Y., Chen, A. & Yoda, T. (2012). Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the-art. International Journal of Steel Structures, 12 (3), 321–338. (Crossref)

Ibrahim, B. S. A. (2015). Steel plate girders with corrugated webs. Past present and future. Kair: Ain Shams University.

Jung, K. H., Yi, J. W. & Kim, J. H. J. (2010). Structural safety and serviceability evaluations of prestressed concrete hybrid bridge girders with corrugated or steel truss web members. Engineering Structures, 32 (12), 3866–3878. (Crossref)

Kadhim, A. W. & Ammash, H. K. (2021). Experimental study of encased composite corrugated steel webs under shear loading. Journal of Physics: Conference Series, 1895 (1), 012062. https://doi.org/10.1088/1742-6596/1895/1/012062 (Crossref)

Parys, A. (2017). Primary structure, corrugated web beam. Retrieved from: https://primarystructure.net corrugated-web-beam

Pasternak, H. & Kubieniec, G. (2010). Plate girders with corrugated webs. Journal of Civil Engineering and Management, 16 (2), 166–171. (Crossref)

Zhou, M., Liu, Y., Wang, K. & Fahmi Hassanein, M. (2020). New asynchronous-pouring rapid-construction method for long-span prestressed concrete box girder bridges with corrugated steel webs. Journal of Construction Engineering and Management, 146 (2), 05019021. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001770 (Crossref)

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