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Impact of Boundary Conditions on the Soil-Steel Arch Bridge Behaviour Under Seismic Excitation

  • Tomasz Maleska
  • Damian BebenEmail author
Conference paper
Part of the Structural Integrity book series (STIN, volume 11)

Abstract

The soil-steel arch bridges typically range from 3 to 25 m, and they can be applied as an effective alternative for bridges with short spans. They are able to meet the design and safety requirements as for traditional bridges more rapidly and at a lower cost. Seismic excitations are completely different in comparison to the static and dynamic loads. Therefore, during the design of soil-steel bridges on the seismic areas, the appropriate structural solutions should be found to avoid an increase of the internal forces acting in such bridges. The paper presents the results of the numerical study of the soil-steel arch bridge under seismic excitation applying four models (1–4). The soil-steel arch bridge with span of 17.67 m and height of 6.05 m was selected for the numerical analysis. Calculations were conducted using the DIANA program based on a finite element method. The non-linear models with seismic excitation of El Centro form 1940 and Time-History analysis were applied. The conclusions from the study can be useful in making a decision regarding the design of the steel-soil bridges located in seismic zones.

Keywords

Soil-steel bridge FEM analysis Seismic excitation Corrugated plate Boundary condition 

References

  1. 1.
    Maleska, T., Beben, D.: Study on soil-steel bridge response during backfilling. In: Powers, N., Frangopol, D.M., Al-Mahaidi, R., Caprani, C. (eds.) 9th International Conference on Bridge Maintenance, safety and Management, Melbourne, pp. 548–554. Taylor & Francis Group, London (2018)Google Scholar
  2. 2.
    Abuhajar, O., El Naggar, H., Newson, T.: Static soil culvert interaction the effect of box culvert geometric configurations and soil properties. J. Comput. Geotech. 69, 219–235 (2015)CrossRefGoogle Scholar
  3. 3.
    Flener, E.B.: Soil-steel interaction of long-span box culverts-performance during backfill. J. Geotech. Geoenviron. Eng. 136(6), 823–832 (2010)CrossRefGoogle Scholar
  4. 4.
    Beben, D.: Corrugated steel plate culvert response to service train loads. J. Perform. Constructed Facil. 28(2), 1–15 (2014)Google Scholar
  5. 5.
    Yeau, K.Y., Sezen, H.: Simulation of behavior of in-service metal culverts. J. Pipeline Syst. Eng. Pract. 5(2), 1–8 (2014)CrossRefGoogle Scholar
  6. 6.
    Maleska, T., Beben, D.: Behaviour of corrugated steel plate bridge with high soil cover under seismic excitation. In: Beben, D., Rak A., Perkowski, Z. (eds.) Environmental Challenges in Civil Engineering, Opole. MATEC Web of Conference, Les Ulis (2018)CrossRefGoogle Scholar
  7. 7.
    Maleska, T., Beben, D.: The impact of backfill quality on soil-steel composite bridge response under seismic excitation. In: 9th International Symposium on Steel Bridges. IOP Conf. Series: Materials Science and Engineering, vol. 419, 10–11 September, 2018 (2018)CrossRefGoogle Scholar
  8. 8.
    Hoomaan, E., Morteza, E.: Numerical seismic analysis of railway soil-steel bridges. eprint arXiv:1901.00940 (2019). 2019arXiv190100940H
  9. 9.
    Mahgoub, A., El Naggar, H.: Assessment of the seismic provisions of the CHBDC for CSP culverts. In: International Conference GeoOttawa 2017, 1–4 October, Ottawa (2017)Google Scholar
  10. 10.
    CHBDC Canadian Highway Bridge Design Code. CAN/CSA-S6-06. Canadian Standards Association International, Mississauga. Ontario (2014)Google Scholar
  11. 11.
    Mohamedzein, Y.E.A., Chameau, J.L.: Elastic plastic finite element analysis of soil-culvert interaction. J. Sudan Eng. Soc. 43(34), 16–29 (1997)Google Scholar
  12. 12.
    Jiang, L., Kang, X., Li, C., Shao, G.: Earthquake response of continuous girder bridge for high-speed railway: a shaking table test study. Eng. Struct. 180, 249–263 (2019)CrossRefGoogle Scholar

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  1. 1.Faculty of Civil Engineering and ArchitectureOpole University of TechnologyOpolePoland

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