Sideway
output.to from Sideway
Draft for Information Only

Content

Principal Moments of Inertia
 Product of Inertia
   Parallel-Axis Theorem of Product of Inertia
   Example of Product Moment of Inertia of a Right Angle Triangle
    Product Moment of Inertia of a Right Angle Triangle by Double Integration
    Product Moment of Inertia of a Right Angle Triangle by Parallel-axis Theorem
  Principal Axes and Principal Moments of Inertia
   Transformation of Moments of Inertia
   Principal Axes of Moments of Inertia
   Principal Moments of Inertia

Principal Moments of Inertia

One of the major interest in the moment of inertia of area A is determining the orientation of the orthogonal axes passing a pole on the area with maximum or minimum moment of inertia about the axes.

Product of Inertia

image

Similar to the moment of inertia, a product of inertia can also be obtained from an integral over an area by multiplying the product of the coordinates x and y about the reference coordinate axes by the elemental area. Imply

image

When considering the second moment of an area as the effect of the first moment acting on the same reference axis, the product moment of an area can be considered as the cross effect of the first moment acting on the orthogonal axis through a origin O at the specified orientation with respect to the area A.

Unlike the moment of inertia, although the elemental area is positive, the product of inertia can be positive, negative, or zero because the value of the coordinates x and y can be positive, negative, or zero. Similar to the first moment of an area about the the axis of symmetry, when one or both of the coordinate axes, x and y are the axis of symmetry of the area A, the integral, the product of inertia Ixy about the coordinate axes is zero. For example, a symmetrical area,

image

Although the area A is not symmetrical about axis y, however since the area is symmetrical about axis x, for any elemental area at a distance y above the axis x, there is always an elemental area below the axis x at the same mirror location of distance -y below the axis x. Therefore the product of inertia of a paired elemental area will cancel out each other and becomes zero, and the integral will reduces to zero also. Imply

image

Since the product of inertia of a symmetrical area about one or two axes of symmetry  must be zero, the product of inertia of an area with respect to axes can be used to test the dissymmetry or imbalance of the area about x and y axes because when the product of inertia about  x and y axes is not equal to zero, the area is not symmetrical about both x and y axes. But when the product of inertia about x and y axes is equal to zero, the area may be not symmetrical about x and y axes.

Parallel-Axis Theorem of Product of Inertia

image

Assume axes x and y are the interested rectangular coordinate axes and axes x' and y' are the two rectangular centroidal axes of the area parallel to the coordinate axes respectively. Using axes x and y as the system coordinate, the coordinate of the centroid C can be denoted by x and y accordingly and the coordinate of the elemental area can be denoted by x and y respectively. Therefore the location (x,y) of the elemental area can also be expressed in terms of the coordinate (x,y) of the centroid C as derived in the parallel-axes theorem for the second moment of an area. Imply

image

The first integral is the product of inertia Ix'y' of the area A about the centroidal axes, x' and y' . The second an third integrals are the first moment of the area A about the centroidal axes, x' and y' and the value of the first moment of the area about the centroidal axis is equal to zero. The fourth integral is equal to the total area only. Imply

image

Similarly, both the coordinate (x,y) of centroid C of the area A and the coodinate (x',y') of the elemental area dA can be posititve, negative and zero, the product of inertia Ixy can therefore also be  posititve, negative and zero.

Example of Product Moment of Inertia of a Right Angle Triangle

Product Moment of Inertia of a Right Angle Triangle by Double Integration

image

The product moment of an area A of a right angle triangle about the axes xy is

image

Product Moment of Inertia of a Right Angle Triangle by Parallel-axis Theorem

image

Assuming the elemental area is a rectangular area, the product moment of an elemental area dA of a right angle triangle about the centroidal axes x'y' is

image

The product moment of an elemental area dA of a right angle triangle about the centroidal axis xy is

image

Principal Axes and Principal Moments of Inertia

Transformation of Moments of Inertia

image

In general, the rectangular moments and product of inertia about the rectangular coordinate system at the pole O is depending on the orientation of the rectangular reference axes of which the rectangular moments and product of intertia with respect to. Consider an area A is located in a plane with a system of rectangular coordinate, x and y through the pole O, the rectangular moments and product of inertia of the area A with respect to the axes, x and y are

image

A new rectangular coordinate axes u and v can be obtained by rotating the rectangular coordinate axes x and y about the pole O by an angle θ. The moments and product of inertia of the area A with respect to the new axes, u and v are

image

The coordinates of the elemental area on the two rectangular coordinate systems can be related by the rotating angle θ. Imply

image

If Ix, Iy and Ixy are known, then

image

Since the polar moment of inertia about the origin is equal to the sum of paired rectangular moments of inertia. Imply

image

Principal Axes of Moments of Inertia

Therefore the sum of paired rectangular moments of intertia about a pole is alway a constant regardless of the orientation of the coordinate axes. Since the rectangular moment is a funtion of angle θ, a maximum or a minimum value can be obtained by differentiating either one of the rectangular moments of inertia. Imply

image

Through differentiation, the angle θ of the rectangular coordinate axes, at which the rectangular moments of inertia is either maximum or minimum, can be determined. These paired rectangular coordinate axes is called principal axes and the paired rectangular moments of inertia is called principal moments of inertia. The origin O of the rectangular coordinate axes can be located inside or outside the area, if the origin O chosen is coincide with the centroid, the two principal axes of the area about the axes through its centroid C are called the principal centroidal axes of the area. Since a tangent function is a periodic function with period π, the equation defines two values 2θm of 180o apart and the two values of θm are 90o apart which is confirmed with the maximum and minimum values of rectangular moments of inertia about the rectangular coordinate axes, i.e. the principal moments of inertia about O. Imply

image

Principal Moments of Inertia

Besides, one more relation between the rectangular moments of inertia and the product of inertia at the principal axes is obtained. The product of inertia with respect to the principal axes can also be determined. Imply

image

Therefore the product of inertia on the principal axes is equal to zero. Since the product of inertia is also equal to zero if one or both of the rectangular axes is an axis of symmetry of the area and is independent on the location of the origin O, an axis of symmetry is a principal axis, but a principal axis may not be an axis of symmetry. Since the product of inertia is equal to zero, the rectangular principal moments of an area can be expressed as

image

Besides the sum of the rectangular moments of inertia Ix and Iy is an invarient of the system. The group terms of value square of R is also an invarient under the rotation of the rectangular coordinate axes. Imply

image

Or in an alternate form. Imply

image

The group terms on the left hand side of value the product of rectangular moments of inertia minus the square of product of inertia is also an invarient under the rotation of the rectangular coordinate axes.


©sideway

ID: 121000010 Last Updated: 11/16/2012 Revision: 1 Ref:

close

References

  1. I.C. Jong; B.G. rogers, 1991, Engineering Mechanics: Statics and Dynamics
  2. F.P. Beer; E.R. Johnston,Jr.; E.R. Eisenberg, 2004, Vector Mechanics for Engineers: Statics
close

Latest Updated LinksValid XHTML 1.0 Transitional Valid CSS!Nu Html Checker Firefox53 Chromena IExplorerna
IMAGE

Home 5

Business

Management

HBR 3

Information

Recreation

Hobbies 8

Culture

Chinese 1097

English 339

Reference 79

Computer

Hardware 249

Software

Application 213

Digitization 32

Latex 52

Manim 205

KB 1

Numeric 19

Programming

Web 289

Unicode 504

HTML 66

CSS 65

SVG 46

ASP.NET 270

OS 429

DeskTop 7

Python 72

Knowledge

Mathematics

Formulas 8

Algebra 84

Number Theory 206

Trigonometry 31

Geometry 34

Coordinate Geometry 2

Calculus 67

Complex Analysis 21

Engineering

Tables 8

Mechanical

Mechanics 1

Rigid Bodies

Statics 92

Dynamics 37

Fluid 5

Fluid Kinematics 5

Control

Process Control 1

Acoustics 19

FiniteElement 2

Natural Sciences

Matter 1

Electric 27

Biology 1

Geography 1


Copyright © 2000-2024 Sideway . All rights reserved Disclaimers last modified on 06 September 2019