Analysis of Single Curvature Arch Dams Using Finite Element Method

  • Conference paper
  • First Online:
ICRRM 2019 – System Reliability, Quality Control, Safety, Maintenance and Management (ICRRM 2019)

Abstract

The arch dam is a massive water retaining structure made up of concrete. The buckling of arch dam belongs to theory of buckling of shells. This paper deals with finite element analysis of constant angle concrete arch dam with full reservoir conditions. Kee** the central angle 120° and valley profile constant at an angle of 30° with the vertical; dam is analyzed for maximum deflections and maximum principal moments for varying thickness across the dam profile. Von Mises stress theory is applied to find maximum stress factors in membrane and flexure. The parametric investigation of constant angle arch dam reveals that the maximum stresses and displacements are minimized with increasing base thickness and vice versa with aspect ratio.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Chapter
EUR 29.95
Price includes VAT (France)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
EUR 117.69
Price includes VAT (France)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
EUR 158.24
Price includes VAT (France)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free ship** worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  • Zingoni, A., Mudenda, K., French, V., Mokhothu, B.: Buckling strength of thin-shell concrete arch dams. Thin Walled Struct. 64, 94–102 (2013)

    Article  Google Scholar 

  • Papadakis, G.: Buckling of thick cylindrical shells under external pressure: a new analytical expression for the critical load and comparison with elasticity solutions. Int. J. Solids Struct. 45, 5308–5321 (2008)

    Article  Google Scholar 

  • Lin, S., Su, D.: Stress analysis for arch dams on complicated rock foundation using trial load methods. J. Yangtze River scientific Res. Inst. 19(5), 27–30 (2002)

    Google Scholar 

  • Kehong, Z., Tong-Chun, L.: Coupled analysis of arch dam using trial load technique and displacement compatibility based on finite element method. J. Earth Sci. ASCE (2010)

    Google Scholar 

  • Altunisik, A.C., Kalkan, E., Basaga, H.B.: Development of engineering software to predict the structural behavior of arch dams. Adv. Comput. Des. 3(1), 87–112 (2018)

    Google Scholar 

  • Kartal, M.E., Bayratkar, A., Caruslu, M., Karabulut, M., Basaga, H.B.: Investigation of RCC dams considering viscous boundary conditions. In: 2nd International Sustainable Building Symposium, Ankara, Turkey (2015)

    Google Scholar 

  • Ohmachi, T., Jalali, A.: Fundamental study on near field effects on earthquake response of arch dams. Earthq. Eng. Eng. Seismolog. 1(1), 1–11 (1999)

    Google Scholar 

  • Patil, D., Charhate, S.: Finite Element Analysis of Constant radius and Constant angle Arch Dams. Int. J. Civil Eng. Technol. 9(12), 666–688 (2018)

    Google Scholar 

  • Oliveira, S., Faria, R.: Numerical simulation of collapse scenarios in reduced scale tests of arch dams. Eng. Struct. 28, 1430–1439 (2006)

    Article  Google Scholar 

  • Sevim, B., Altunisik, A.C., Bayratkar, A.: Construction stages analysis using time dependent material properties of concrete arch dams. Comput. Concr. 14(5), 599–612 (2014)

    Article  Google Scholar 

  • Masserzarea, J., Leib, Y., Eskandari-S Hiria, S.: Computation of natural frequencies and mode shapes of arch dams as an inverse problem. Adv. Eng. Softw. 31, 827–836 (2000)

    Article  Google Scholar 

  • Wang, H., Li, D.: Experimental study of dynamics damage of an arch dam. Earthq. Eng. Struct. 36, 347–366 (2007)

    Article  Google Scholar 

  • Sevim, B., Altunisik, A.C., Baytakar, A., Akkose, M., Calayir, Y.: Water length and height effects on the earthquake behavior of arch dam reservoir foundation system. J. Civil Eng. 15, 295–303 (2011)

    Google Scholar 

  • Sevim, B., Altunisik, A.C., Baytakar, A.: Experimental evaluation of crack effects on the dynamic characteristics of a prototype arch dam using ambient vibration tests. Compt. Concr. 10(3), 277–294 (2012)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Deepak Patil .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Patil, D., Charhate, S. (2020). Analysis of Single Curvature Arch Dams Using Finite Element Method. In: Gunjan, V., Singh, S., Duc-Tan, T., Rincon Aponte, G., Kumar, A. (eds) ICRRM 2019 – System Reliability, Quality Control, Safety, Maintenance and Management. ICRRM 2019. Springer, Singapore. https://doi.org/10.1007/978-981-13-8507-0_41

Download citation

  • DOI: https://doi.org/10.1007/978-981-13-8507-0_41

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-13-8506-3

  • Online ISBN: 978-981-13-8507-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Navigation