VM158

VM158
Motion of a Bobbing Buoy

Overview

Reference: K. Brenkert, Jr., Elementary Theoretical Fluid Mechanics, John Wiley and Sons, Inc., New York, NY, 1960, pg. 37, article 14.
Analysis Type(s): Full Transient Dynamic Analysis (ANTYPE = 4)
Element Type(s): Immersed Pipe or Cable Elements (PIPE288)
Input Listing: vm158.dat

Test Case

A cylindrical buoy is initially held at the position shown (above its equilibrium position) and then released (with no initial velocity). Determine the equilibrium position δ of the top of the buoy relative to the water surface.

Figure 220: Buoy Problem Sketch

Buoy Problem Sketch

Material PropertiesGeometric PropertiesLoading
ρ = 8000 kg/m3
ρw = 1000 kg/m3
a = 1 m
b = 9 m
d = 1 m
t = .03 m
h = 30 m
tangential drag coefficient = 0.3
g = 9.807 m/sec2

Analysis Assumptions and Modeling Notes

The static solution to this problem is best obtained by the "slow dynamics" technique with damping, since the buoy is initially subjected to free fall. An arbitrary time to steady state of 30 sec and 1.5 seconds per time step is selected for the slow dynamics. The mass damping value α determines the bouncing (if any) before the final steady state solution. An approximate α value is determined from F/MV where the force F = CV and damping C = αM. The force F is the out-of-balance force (buoyancy force minus the buoy weight) for the initial position pushing the buoy into the water, M is the mass of the buoy, and V is an estimated average velocity (0.1 m/sec). Based upon these approximations, α  3 sec-1.

Results Comparison

TargetMechanical APDLRatio
Deflection , m-.312-.3121.000

Figure 221: Displacement vs. Time Display

Displacement vs. Time Display