Figures index

From

Implementing Vibration Framework for Simulation of VIV on Rigid Pier by SPH

Hassan Ghassemi, Aliakbar Safaei, Shahryar Abtahi

American Journal of Civil Engineering and Architecture. 2015, 3(4), 137-143 doi:10.12691/ajcea-3-4-4
  • Figure 1. Influence domain of hydrodynamic particles
  • Figure 2. Study domain
  • Figure 3. Geometry of the problem
  • Figure 4. Wave induced Lift force using the Beamen time algorithm
  • Figure 5. Wave induced Lift force using the Symplectic time algorithm
  • Figure 6. Wave induced Lift force using the Verlet time algorithm
  • Figure 7. Wave induced Lift force using the predictor-corrector time algorithm
  • Figure 8. Computational domain
  • Figure 9. Deformation of cylinder due to vortex shedding by ANSYS
  • Figure 10. Shear Stress of cylinder due to vortex shedding by ANSYS
  • Figure 11. Lift Coefficient for Reynolds 50000
  • Figure 12. Lift Coefficient for Reynolds 100000
  • Figure 13. Computed Lift Forces on Column in different reynolds
  • Figure 14. Force in different Porous Coefficient