Page 324 - Mechanics of Asphalt Microstructure and Micromechanics
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316   Ch a p t e r  N i n e


                 Where m p  is the mass for a volume element 1   1   1 pixels and s is a number of
              pixels between two adjacent scanned slices. For example, the moment inertia tensor for
                                                                   2
              the particle shown in Figure 9.23a can be obtained in mass•pixel  unit as:
                                      ⎡  3 473  0 607  −0 580⎤
                                         .
                                                .
                                                       .
                                      ⎢                    ⎥
                                                       .
                                                .
                                         .
                                    I = 0 607  1 881  −0 925 x  10 9
                                                           ⎥
                                      ⎢
                                      ⎢               2 686 ⎥
                                         .
                                      ⎣ −0 580  −0.9925  .  ⎦
                 The crucial property of a tensor is that its components should transform under a
              rotation of coordinate axes in such a way as to keep its geometrical or physical meaning
              invariant. In a particular case of rotation of axes, the moment inertia tensor becomes a
              diagonal form where the products of inertia are null. This occurs when the three or-
              thogonal axes of reference frame are parallel to the three “principal axes” of the object.
              In other words, a rigid body is dynamically balanced when its angular momentum is
              parallel to its angular velocity:
                                            L = ω    ⋅ω                          (9-37)
                                                I = λ

                 Where l is some (scalar) number. For this to be true, the angular velocity, w, must
              point along a principal axis of the moment of inertia tensor. The corresponding value of
              I is called a principal moment of inertia. The principal moment of inertia of a rotating
              body is defined by finding values of I such that:
                                                      ⎡
                                     ⎡ L  ⎤  I ⎡  I  I ⎤ ω  ⎤  ⎡ ω  ⎤
                                     ⎢  x ⎥  ⎢  11  12  13  ⎥ ⎢  x ⎥  ⎢  x ⎥
                                                             ⎢
                                  L = ⎢ L ⎥ =  ⎢ I  I  I 23 ⎥ ⎢ω  ⎥ = λ ω ⎥      (9-38)
                                     ⎢  y ⎥  I ⎢  21  I 22  I ⎥ ⎢  y ⎥  ⎢ ω y ⎥
                                                      ⎣
                                       z ⎦
                                     ⎣ ⎢ L ⎥  ⎣  31  3 32  33⎦ ⎢ ω z ⎦ ⎥  ⎣ ⎣ ⎢  z ⎦ ⎥
                 Which is an eigenvalue problem. The principal moments of inertia are the eigenval-
              ues of the moment of inertia tensor and the corresponding eigenvectors are the direc-
              tion cosines of the principal axis. There will be three eigenvalues, which will be called
              I 1 , I 2 , and I 3  in order of decreasing magnitude and three corresponding principal axes
              defined as w 1 , w 2 , and w 3 . The principal axes, w 1 , w 2 , and w 3 , are unit vectors and are





                                                       z
                z                                            y
                      y


                                                              x
                       x
                               (a)                                   (b)
              FIGURE 9.23  (a) Digitally reconstructed limestone particle (b) Simulated ellipsoid that has the
              same mass momentums and principal directions as those of the real particle.
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