VM-AQWA-MECH-001

VM-AQWA-MECH-001
Hydrostatic Evaluation of a Floating Inverted Pyramid

Overview

Reference: Floating Structures: a guide for the design and analysis, Ed. N.D.P. Barltrop, Oilfield Publications Ltd., 1998
Analysis Type(s): Hydrostatic

Test Case

An inverted pyramid is floating in static equilibrium in a large body of water with a density of 1025 kg/m3. Calculate the hydrostatic properties for this model.

Figure 199: Problem Sketch of a Floating Inverted Pyramid

Problem Sketch of a Floating Inverted Pyramid

Figure 200: Finite Element Mesh of a Floating Inverted Pyramid

Finite Element Mesh of a Floating Inverted Pyramid

Material PropertiesGeometric PropertiesLoading
Density of water = 1025 kg/m3 Center of gravity at Z = 0Acceleration due to gravity = 9.8 m/s2

Results Comparison

 TargetAqwaRatio
Waterplane areaAw 20002.000 x 103 1.0
Displaced volume13333.3371.33333 x 104 1.0
Center of buoyancyBx 25.025.0001.0
By 10.010.0001.0
Bz -5.0-5.0001.0
Center of floatationLCF33.33333.3331.0
TCF13.33313.3331.0
Waterplane inertia 1.1613 x 106 1.161 x 106 1.0
1.2757 x 105 1.276 x 105 1.0
12.731712.7321.0
MetacentersBMX9.56779.5681.0
BMY87.097587.0991.0
Metacentric heightsGMX4.56774.5681.0
GMY82.097582.0991.0
Restoring momentRoll1.0677 x 107 1.068 x 107 1.0
MCT 1.9191 x 108 1.919 x 108 1.0
Stiffness matrixK33 2.0090 x 107 2.009 x 107 1.0
K34, K43 6.6966 x 107 6.697 x 107 1.0
K35, K53 -1.6742 x 108 -1.674 x 108 1.0
K44 1.3393 x 109 1.339 x 109 1.0
K45 1.6742 x 109 1.674 x 109 1.0
K55 1.1887 x 1010 1.189 x 1010 1.0