Finding the moment of inertia of a 2D polygon.

Click For Summary
SUMMARY

The moment of inertia of an irregular convex 2D polygon can be efficiently calculated using methods derived from Green's Theorem. Instead of splitting the polygon into triangles, one can utilize the coordinates of the polygon's vertices to compute the area and moments directly. This approach allows for the handling of polygons with holes and eliminates the need for repetitive triangle calculations. The parallel axis theorem is essential for determining centroidal values after calculating the moments.

PREREQUISITES
  • Understanding of Green's Theorem in the plane
  • Familiarity with the parallel axis theorem
  • Knowledge of moment of inertia calculations
  • Basic geometry of polygons and their properties
NEXT STEPS
  • Research the application of Green's Theorem for area and moment calculations
  • Study the parallel axis theorem in detail
  • Explore algorithms for calculating moments of inertia for complex shapes
  • Review resources on polygon properties and their mathematical implications
USEFUL FOR

Mathematicians, engineers, computer scientists, and anyone involved in computational geometry or structural analysis will benefit from this discussion.

Droctagonopus
Messages
30
Reaction score
0
Hi everyone,

Is there a general method for finding out the moment of inertia of an irregular convex 2D polygon given the coordinates of its vertices?

I have thought of one possible method:
Split the polygon into multiple triangles and find the moment of inertia of each triangle around the centre of mass of the original polygon using the parallel axis theorem. (Is the formula for moment of inertia of a triangle bh^3/12? Is there a more vertices-friendly way of finding the moment of inertia?)

Is there a better method to do it? I'm trying to make this computer algorithm friendly so a method with repetition of similar calculations would be helpful.
 
Physics news on Phys.org
There's a method which can be derived from Green's Theorem in the plane by which a closed curve described by piecewise line segments can have its area and first and second moments of area calculated by using only the (x,y) coordinates of the endpoints of the line segments as input.

See this article, p. 8, for the formulas: http://www.infogoaround.org/JBook/CentroidInertia.pdf

The curve is described starting at an arbitrary endpoint of one of the line segments and proceeding counterclockwise around the area of interest until reaching the starting point. Counterclockwise orientation produces positive areas and moments while clockwise orientation produces negative areas and moments, so that polygons with holes can also be handled by this method.

The areas and moments are referenced about the coordinate axes, so the parallel axis theorem is required to determine centroidal values of these quantities once you have completed the circuit of the polygon.

Calculation using individual triangles is not necessary.

See also:
http://en.wikipedia.org/wiki/Polygon
http://www.seas.upenn.edu/~sys502/extra_materials/Polygon%20Area%20and%20Centroid.pdf
 

Similar threads

  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 12 ·
Replies
12
Views
2K
  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 16 ·
Replies
16
Views
3K
  • · Replies 40 ·
2
Replies
40
Views
6K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 15 ·
Replies
15
Views
2K
Replies
25
Views
2K
  • · Replies 3 ·
Replies
3
Views
7K
  • · Replies 3 ·
Replies
3
Views
3K