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

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


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.


Crack Closure Fracture System Dead Load Grout Curtain Crack Mouth 
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  1. [1]
    Baustaedter, K.; Widmann, R.: The Behavior of the Kölnbrein Arch Dam. 15th ICOLD, Lausanne, 2, 633–651 (1985).Google Scholar
  2. [2]
    Baustaedter, K.: Die Koelnbreinsperre aus heutiger Sicht. Erstes Christian Veder Kolloquium, TU-Graz, Nov. 1985.Google Scholar
  3. [3]
    Linsbauer, H. N.; Rossmanith, H. P.: On Slow Stable Cracking of Gravity Dams — a Photo-elastic/FEM Analysis, ÖIAZ, Juli 1986.Google Scholar
  4. [4]
    Ingraffea, A. R.; Saouma, V.: Numerical Modelling of Discrete Crack Propagation in Reinforced and Plain Concrete, in Fracture Mechanics of Concrete — Structural Application and Numerical Calculation, Sih, G. C.; DiTommaso, A.; Eds., Martinus Nijhoff Publishers, Dordrecht, 1985.Google Scholar
  5. [5]
    Gerstle, W.: Finite and Boundary Element Modelling of Crack Propagation in Two- and Three-Dimensions Using Interactive Computer Graphics. Ph.D. Thesis, Cornell University, 1986.Google Scholar
  6. [6]
    Perucchio, R.: An Integrated Boundary Element analysis System with Interactive Computer Graphics for Three-Dimensional Linear-Elastic Fracture Analysis. Ph.D. Thesis, Cornell University, 1984.Google Scholar
  7. [7]
    Erdogan, F.; Sih, G. C.: On the Crack Extension in Plates Under in Plane Loading and Transverse Shear. J. Basic Engrg., ASME, Vol. 85, 519–527, 1963.Google Scholar

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

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