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Findings
of the static analysis of the arch dam Karakaya in Turkey
by Dr. sc. techn. ETH Rudolf Trinkner
  • Image 1

    Dam geometry and coordinate system for the definition of load directions in the outline

  • Image 2

    Typical cross section of a dam

  • Image 3

    Water side view of the element mesh

  • Image 4

    Spatial view of the element mesh

  • Image 5

    Main stresses on the water side surface of the dam

  • Image 6

    Main stresses on the air side surface of the dam

  • Image 7

    Displacements in the direction of the X (mm)

  • Image 8

    Spatial view of the deformed element mesh

  • Image 9

    Vertical stresses at the centre of the spillway due to hydrostatic load

  • Image10

    Horizontal stresses at the centre of the spillway due to hydrostatic load

  • Image 11

    Horizontal stresses at elevation of 675 m.a.s.l.

    (due to hydrostatic load)

  • Image 12

    Horizontal radial displacements at the centre of the spillway due to

    hydrostatic load

  • Image 13

    Horizontal tangential displacements of the dam at elevation of 675 m.a.s.l.

    (due to hydrostatic load)