Figures index

From

Applying of Stress Collectives in the Design of Structural Elements of Heavy Load-Bearing Structures

Peter Sivák, Ingrid Delyová, František Trebuňa, Darina Hroncová

American Journal of Mechanical Engineering. 2016, 4(7), 252-257 doi:10.12691/ajme-4-7-4
  • Figure 1. Scheme of traveling crane
  • Figure 2. The collective history of the occurrence of observed variable V
  • Figure 3. The collective of relative position of the crane crab
  • Figure 4. The collective of relative load weight
  • Figure 5. Dual mass dynamic model of bridge cranes
  • Figure 6. Factor reducing the mass of the main beam to the point of current position of the crane crab loads
  • Figure 7. Stress collective various lengths of unwound cables l1
  • Figure 8. Stress collective various lengths of unwound cables l6
  • Figure 9. Connection between stress collectives and Wöhler curve
  • Figure 10. Estimate of the degree of fatigue damage D depending on the length l of the unwound cable