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Part of the book series: Mathematical Concepts and Methods in Science and Engineering ((MCSENG,volume 33))

Abstract

We know that Euler’s first law (5.43) relates the total external applied force on a rigid body to the motion of its center of mass, and in the next chapter we shall demonstrate that Euler’s second law (5.44) relates the total external applied torque to the body’s rotational motion through its moment of momentum vector. The latter involves introduction of the moment of inertia tensor studied here; and, of course, the first law involves the location of the center of mass of the body. We begin, therefore, with the concept of the center of mass of a complex structured body and illustrate its application to a materially nonhomogeneous body having a complex shape and cavities. Then the inertia tensor is introduced, and its components for some special homogeneous bodies are determined. Afterwards, some important physical properties of the moment of inertia tensor, properties actually characteristic of all kinds of symmetric tensors, are derived. Consequently, as an additional benefit, study of the inertia tensor provides tools useful, for example, in the study of the mechanics of deformable solid and fluid materials in which stress, strain, and deformation rate tensors play a major role.

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References

  1. BOWEN, R. M., Introduction to Continuum Mechanics for Engineers, Plenum, New York, 1989. Appendix A presents a parallel development of the elements of tensor algebra in notation similar to that used here. The principal values and vectors for a tensor and the Cayley-Hamilton theorem also are discussed there.

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  2. BUCK, R. C, Advanced Calculus, 2nd Edition, McGraw-Hill, New York, 1965. The method of Lagrange multipliers is described in Chapter 6.

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  3. GREENWOOD, D. T., Principles of Dynamics, Prentice-Hall, Englewood Cliffs, New Jersey, 1965. This intermediate level text is a good source for general collateral study. Some subtle aspects of the momental ellipsoid and its relation to the body are discussed in Chapter 7.

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  4. KANE, T. R., Dynamics, Holt, Reinhart and Winston, New York, 1968. Moments of inertia are nicely described in Chapter 3 as the components of both the second moment vector (See Problem 9.2.) and also as dyadic (tensor) components. Some further examples may be found here and in Kane’s earlier work Analytical Elements of Mechanics, Vol. 1, Dynamics, Academic, New York, 1961.

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  5. ROSENBERG, R. M., Analytical Dynamics of Discrete Systems, Plenum, New York, 1977. The moment of inertia tensor, its transformation properties, and description in terms of Cauchy’s ellipsoid are presented in both index and expanded notation. Recommended for advanced readers.

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  6. SHAMES, I. H., Engineering Mechanics, Vol. 2, Dynamics, 2nd Edition, Prentice-Hall, Englewood Cliffs, New Jersey, 1966. An alternative formulation of the properties of the inertia tensor in expanded notation is presented in Chapter 16. See also Chapter 9 of the 3rd Edition, 1980.

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  7. YEH, H., and ABRAMS, J. L, Principles of Mechanics of Solids and Fluids, Vol. 1, Particle and Rigid Body Mechanics, McGraw-Hill, New York, 1960. Chapter 11 deals with the inertia tensor mainly in expanded notation, though index notation also is used sparingly. Cauchy’s momental ellipsoid is introduced to characterize the principal moments of inertia.

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Beatty, M.F. (2006). The Moment of Inertia Tensor. In: Principles of Engineering Mechanics. Mathematical Concepts and Methods in Science and Engineering, vol 33. Springer, Boston, MA. https://doi.org/10.1007/978-0-387-31255-2_5

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