Numerical Analysis Of The Structural Behaviour Of Arch Dams Using Shell Finite Element Formulation


Kömürcü S. , Yılmaz M.

5th INTERNATIONAL SYMPOSIUM on DAM SAFETY, İstanbul, Turkey, 27 - 31 October 2018, vol.1, pp.252-257

  • Publication Type: Conference Paper / Full Text
  • Volume: 1
  • City: İstanbul
  • Country: Turkey
  • Page Numbers: pp.252-257

Abstract

Arch dams are widely preferred structures in terms of their strong structural behavior because of the arch geometry. Numerical analysis of the arch dams is a necessary not only to validate the structural performance of the existing arch dams but also to model and analyze modern dam constructions. Finite element models for the arch dams are generally very complicated in terms of having many unknown parameters. In this study, finite element analysis of an arch dam is performed with using a shell finite element formulation to investigate structural behavior of the arch dam. A four-node shell finite element is proposed and used for analyzing of an arch dam. The arch dam geometry is simplified with using a middle surface. The formulation is verified with arch dam example in the literature. Robustness of using a shell finite element formulation is indicated with the finite element analysis. Arch stresses at the upstream and downstream of the dam are presented as structural results. It is seen from the results, using a shell finite element is dramatically practical and effective for the structural analysis of the arch dams.