Learning topic

Product of Inertia and Axis Rotation

Product of inertia Ixy, transformation of Ix, Iy and Ixy under axis rotation, invariance of Ix + Iy, and the condition for principal axes.

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This topic explains the product of inertia Ixy and how second moments of area depend on coordinate-axis orientation. It presents the transformation equations for Ix, Iy, and Ixy, the invariant Ix + Iy, and the condition used to determine principal centroidal axes.

The product of inertia $I_{xy}$ characterizes the combined distribution of area relative to two mutually perpendicular axes. Unlike $I_x$ and $I_y$, it may be positive, negative, or zero.

The second moments of area about the x and y axes are:

$$I_x=\int_A y^2\,dA,\qquad I_y=\int_A x^2\,dA.$$

The product moment of area is:

$$I_{xy}=\int_A xy\,dA.$$

The polar second moment of area about the intersection of orthogonal axes is:

$$J_p=\int_A(x^2+y^2)dA=I_x+I_y.$$

Second and polar moments of area have dimensions of length to the fourth power, for example mm⁴.

Symmetry

If one centroidal axis is an axis of symmetry, the product of inertia with respect to that axis and the perpendicular centroidal axis is zero. However, $I_{xy}=0$ by itself does not necessarily imply geometric symmetry.

Axis rotation

When orthogonal axes are rotated through an angle θ, the second moments and product of inertia transform as:

$$I_{x'}=\frac{I_x+I_y}{2}+\frac{I_x-I_y}{2}\cos2\theta-I_{xy}\sin2\theta,$$

$$I_{y'}=\frac{I_x+I_y}{2}-\frac{I_x-I_y}{2}\cos2\theta+I_{xy}\sin2\theta,$$

$$I_{x'y'}=\frac{I_x-I_y}{2}\sin2\theta+I_{xy}\cos2\theta.$$

Principal centroidal axes satisfy $I_{x'y'}=0$. Their orientation follows from:

$$\tan2\theta_p=-\frac{2I_{xy}}{I_x-I_y},$$

with the quadrant and the adopted positive direction of angle measured consistently.

Under rotation of axes, the sum $I_x+I_y$ remains unchanged. This invariant is useful for checking calculations.

Principal axes

Orientations for which $I_{xy}=0$ and $I_x$ and $I_y$ take extreme values are called principal axes of inertia. If they pass through the centroid, they are principal centroidal axes.

Engineering significance

For unsymmetrical sections, principal axes are required in unsymmetrical bending and other problems where the loading direction does not coincide with convenient geometric axes.