Project
Home
Current
Experiments
SHEAR7
Program
Research
Team
Useful
Papers
Related
Links
Contact
Information

Pipe Properties

Riser Properties:
Riser model = composite pipe
OD=1.31 [in], ID=1.059 [in]
Effective tension = 800 [lb] (bottom wt., submerged)
Modulus of elasticity = 1805.0 (ksi)
I = 3.994E-06 [ft^4]
EI = 149489.3 [lb in^2]
Structural damping coef. = 0.0030



Lake Tests:
L=400 [ft]
Temperature range fresh water = 39 to 54 deg F
Kinematic viscosity = 1.45e-5 [ft^2/s]
Mass per unit length = 0.766 [lb/ft]
Mass per unit length / Mass of water displaced by pipe per unit length = 1.313
Submerged wt = 0.1827 [lb/ft]
Velocity profile(s) = uniform, 0-3fps

Spacing:
The placement of the accelerometers is as follows (given in feet from one end):
x = 0, 9, 25, 42, 58, 75, 92,
109, 125, 142, 158, 175, 192,
209, 225, 242, 258, 275, 292,
309, 325, 342, 358, 375, 392,
400 ft.

The proposed sampling frequency (subject to testing) is: 100 Hz (likely that 80 Hz will have to do)
Varying record lengths will be taken, the most common is: 8192 points long



Offshore Tests (preliminary design):
L=500 ft
Temperature salt water = 39 to as high as 85 deg F
Kinematic viscosity = 1.26e-5 [ft^2/s]
Inertia = 3.994E-06 [ft^4], mass = 0.766 [lb/ft], submerged wt = 0.168 [lb/ft]
Velocity profile(s): uniform, 0-3fps & sheared (to be supplied)