Second moment of area

  (Redirected from Area moment of inertia)

The 2nd moment of area, or second area moment and also known as the area moment of inertia, is a geometrical property of an area which reflects how its points are distributed with regard to an arbitrary axis. The second moment of area is typically denoted with either an (for an axis that lies in the plane) or with a (for an axis perpendicular to the plane). In both cases, it is calculated with a multiple integral over the object in question. Its dimension is L (length) to the fourth power. Its unit of dimension when working with the International System of Units is meters to the fourth power, m4, or inches to the fourth power, in4, when working in the Imperial System of Units.

In structural engineering, the second moment of area of a beam is an important property used in the calculation of the beam's deflection and the calculation of stress caused by a moment applied to the beam. In order to maximize the second moment of area, a large fraction of the cross-sectional area of an I-beam is located at the maximum possible distance from the centroid of the I-beam's cross-section. The planar second moment of area provides insight into a beam's resistance to bending due to an applied moment, force, or distributed load perpendicular to its neutral axis, as a function of its shape. The polar second moment of area provides insight into a beam's resistance to torsional deflection, due to an applied moment parallel to its cross-section, as a function of its shape.

Note: Different disciplines use the term moment of inertia (MOI) to refer to different moments. It may refer to either of the planar second moments of area (often , with respect to some reference plane), or the polar second moment of area (, where r is the distance to some reference axis). In each case the integral is over all the infinitesimal elements of area, dA, in some two-dimensional cross-section. In physics, moment of inertia is strictly the second moment of mass with respect to distance from an axis: , where r is the distance to some potential rotation axis, and the integral is over all the infinitesimal elements of mass, dm, in a three-dimensional space occupied by an object Q. The MOI, in this sense, is the analog of mass for rotational problems. In engineering (especially mechanical and civil), moment of inertia commonly refers to the second moment of the area.[1]

DefinitionEdit

 
An arbitrary shape. ρ is the radial distance to the element dA, with projections x and y on the axes.

The second moment of area for an arbitrary shape R with respect to an arbitrary axis   is defined as

 

where

  is the differential area of the arbitrary shape, and
  is the distance from the axis   to  .[2]

For example, when the desired reference axis is the x-axis, the second moment of area   (often denoted as  ) can be computed in Cartesian coordinates as

 

The second moment of the area is crucial in Euler–Bernoulli theory of slender beams.

Product moment of areaEdit

More generally, the product moment of area is defined as[3]

 

Parallel axis theoremEdit

 
A shape with centroidal axis x. The parallel axis theorem can be used to obtain the second moment of area with respect to the x' axis.

It is sometimes necessary to calculate the second moment of area of a shape with respect to an   axis different to the centroidal axis of the shape. However, it is often easier to derive the second moment of area with respect to its centroidal axis,  , and use the parallel axis theorem to derive the second moment of area with respect to the   axis. The parallel axis theorem states

 

where

  is the area of the shape, and
  is the perpendicular distance between the   and   axes.[4][5]

A similar statement can be made about a   axis and the parallel centroidal   axis. Or, in general, any centroidal   axis and a parallel   axis.

Perpendicular axis theoremEdit

For the simplicity of calculation, it is often desired to define the polar moment of area (with respect to a perpendicular axis) in terms of two area moments of inertia (both with respect to in-plane axes). The simplest case relates   to   and  .

 

This relationship relies on the Pythagorean theorem which relates   and   to   and on the linearity of integration.

Composite shapesEdit

For more complex areas, it is often easier to divide the area into a series of "simpler" shapes. The second moment of area for the entire shape is the sum of the second moment of areas of all of its parts about a common axis. This can include shapes that are "missing" (i.e. holes, hollow shapes, etc.), in which case the second moment of area of the "missing" areas are subtracted, rather than added. In other words, the second moment of area of "missing" parts are considered negative for the method of composite shapes.

ExamplesEdit

See list of second moments of area for other shapes.

Rectangle with centroid at the originEdit

 
Rectangle with base b and height h

Consider a rectangle with base   and height   whose centroid is located at the origin.   represents the second moment of area with respect to the x-axis;   represents the second moment of area with respect to the y-axis;   represents the polar moment of inertia with respect to the z-axis.

 

Using the perpendicular axis theorem we get the value of  .

 

Annulus centered at originEdit

 
Annulus with inner radius r1 and outer radius r2

Consider an annulus whose center is at the origin, outside radius is  , and inside radius is  . Because of the symmetry of the annulus, the centroid also lies at the origin. We can determine the polar moment of inertia,  , about the   axis by the method of composite shapes. This polar moment of inertia is equivalent to the polar moment of inertia of a circle with radius   minus the polar moment of inertia of a circle with radius  , both centered at the origin. First, let us derive the polar moment of inertia of a circle with radius   with respect to the origin. In this case, it is easier to directly calculate   as we already have  , which has both an   and   component. Instead of obtaining the second moment of area from Cartesian coordinates as done in the previous section, we shall calculate   and   directly using polar coordinates.

 

Now, the polar moment of inertia about the   axis for an annulus is simply, as stated above, the difference of the second moments of area of a circle with radius   and a circle with radius  .

 

Alternatively, we could change the limits on the   integral the first time around to reflect the fact that there is a hole. This would be done like this.

 

Any polygonEdit

 
A simple polygon. Here,  , notice point "7" is identical to point 1.

The second moment of area about the origin for any simple polygon on the XY-plane can be computed in general by summing contributions from each segment of the polygon after dividing the area into a set of triangles. This formula is related to the shoelace formula and can be considered a special case of Green's theorem.

A polygon is assumed to have   vertices, numbered in counter-clockwise fashion. If polygon vertices are numbered clockwise, returned values will be negative, but absolute values will be correct.

 

[6][7]

where   are the coordinates of the  -th polygon vertex, for  . Also,   are assumed to be equal to the coordinates of the first vertex, i.e.,   and  . [8][9]


See alsoEdit

ReferencesEdit

  1. ^ Beer, Ferdinand P. (2013). Vector Mechanics for Engineers (10th ed.). New York: McGraw-Hill. p. 471. ISBN 978-0-07-339813-6. The term second moment is more proper than the term moment of inertia, since, logically, the latter should be used only to denote integrals of mass (see Sec. 9.11). In engineering practice, however, moment of inertia is used in connection with areas as well as masses.
  2. ^ Pilkey, Walter D. (2002). Analysis and Design of Elastic Beams. John Wiley & Sons, Inc. p. 15. ISBN 978-0-471-38152-5.
  3. ^ Beer, Ferdinand P. (2013). "Chapter 9.8: Product of inertia". Vector Mechanics for Engineers (10th ed.). New York: McGraw-Hill. p. 495. ISBN 978-0-07-339813-6.
  4. ^ Hibbeler, R. C. (2004). Statics and Mechanics of Materials (Second ed.). Pearson Prentice Hall. ISBN 0-13-028127-1.
  5. ^ Beer, Ferdinand P. (2013). "Chapter 9.6: Parallel-axis theorem". Vector Mechanics for Engineers (10th ed.). New York: McGraw-Hill. p. 481. ISBN 978-0-07-339813-6.
  6. ^ Hally, David (1987). Calculation of the Moments of Polygons (PDF) (Technical report). Canadian National Defense. Technical Memorandum 87/209.
  7. ^ Obregon, Joaquin (2012). Mechanical Simmetry. Author House. ISBN 978-1-4772-3372-6.
  8. ^ Steger, Carsten (1996). "On the Calculation of Arbitrary Moments of Polygons" (PDF).
  9. ^ Soerjadi, Ir. R. "On the Computation of the Moments of a Polygon, with some Applications".