Page:Scientific Papers of Josiah Willard Gibbs - Volume 2.djvu/89

This page has been proofread, but needs to be validated.
VECTOR ANALYSIS.
73

Therefore, since



it follows (by No. 108) that

156. It will be sufficient to indicate (without demonstration) the forms of dyadics which belong to the particular cases which have been passed over in the preceding paragraph, so far as they present any notable peculiarities.

If (page 72), the dyadic may be reduced to the form

where are three non-complanar vectors, their reciprocals, and positive or negative scalars. The effect of this as an operator, will be evident if we resolve it into the three homologous factors

The displacement due to the last factor may be called a simple shear. It consists (when the dyadic is used as pref actor) of a motion parallel to and proportioned to the distance from the plane. This factor may be called a shearer.

This dyadic is homologous with such as are obtained by varying the values of and only with such, when the values of and are different, and that of other than zero.

157. If the planar (page 71) has perpendicular planes, there may be another value of of the same sign as which will give a planar which has not perpendicular planes. When this is not the case, the dyadic may always be reduced to the form

where are three non-complanar vectors, their reciprocals, and positive or negative scalars. This may be resolved into the homologous factors

and

The displacement due to the last factor may be called a complex shear. It consists (when the dyadic is used as prefactor) of a motion parallel to a which is proportional to the distance from the plane, together with a motion parallel to which is proportional to the distance from the plane. This factor may be called a complex shearer.