Computer Simulation of Cracking in a Large Arch Dam Downstream Side Cracking

  • A. R. Ingraffea
  • H. N. Linsbauer
  • H. P. Rossmanith
Conference paper

DOI: 10.1007/978-1-4612-3578-1_32

Cite this paper as:
Ingraffea A.R., Linsbauer H.N., Rossmanith H.P. (1989) Computer Simulation of Cracking in a Large Arch Dam Downstream Side Cracking. In: Shah S.P., Swartz S.E. (eds) Fracture of Concrete and Rock. Springer, New York, NY

Abstract

The history of downstream side cracking of Kölnbrein dam and theories attempting to explain it are described. The stability, trajectory, and opening of the downstream crack are computed and favorably compared to observations. The significant implication of this study is that classical fracture mechanics theory, implemented through modern computer simulation techniques, can be used to explain cracking events in concrete arch dams. This capability can prove valuable in designing against such events, or in specifying effective repair procedures.

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Copyright information

© Springer-Verlag New York Inc. 1989

Authors and Affiliations

  • A. R. Ingraffea
    • 1
  • H. N. Linsbauer
    • 2
  • H. P. Rossmanith
    • 3
  1. 1.Department of Structural Engineering and Program of Computer GraphicsCornell UniversityIthacaUSA
  2. 2.Institute for Large Dams and Hydraulic StructuresUniv. of TechnologyViennaAustria
  3. 3.Institute of MechanicsUniversity of TechnologyViennaAustria