MECHANICAL SYSTEMS, CLASSICAL MODELS
(we have
22
1
δδ< too, in conformity to the formula (15.1.72'), while
()
2
sign 1II−=−) and
22
min 3
ρδ= for
2
II> (we have
()
2
sign 1II−= too),
while
22
max
2
ρδ= , it results that
()
2
0
ρ > for any point of the herpolhode; in
conclusion, this curve has always the concavity directed towards the fixed point
Q
(hence without points of inflection, as it has been stated by Poinsot in his memories).
15.1.2.7 Permanent Rotations
We notice that the system (15.1.40) has three obvious systems of particular solutions
0
ii
ωω= ,
0
const
i
ω = , 0
j
k
ωω==, ijki≠≠≠, ,, 1,2,3ijk= ,
(15.1.73)
which must correspond to the initial conditions. If, e.g., we consider the solution
0
11
ωω= ,
23
0ωω==, this one must verify the system (15.1.40) at any moment t,
hence also at the initial moment; thus, the initial conditions must be of the same form.
In this case, the theorem of existence and uniqueness ensures that the motion of the
rigid solid is a uniform (finite) rotation about the
1
Ox -axis (
1
constω==
iω );
because the derivative with respect to time of the vector
ω is the same in the two frames
of reference (
′
R
and R ), it results that the vector ω is constant also with respect to
the inertial frame (the direction of the
1
Ox -axis remains constant with respect to this
frame too). Analogously,
2
ω= iω and
3
ω= iω , respectively, can represent uniform
rotations about the corresponding axes if the initial conditions are compatible with these
solutions. The respective axes of rotation are called permanent axes of rotation, the
corresponding rotations being permanent rotations. This result corresponds to the
Theorem 14.2.1, obtained as a particular case of motion of the rigid solid about a fixed
axis.
We consider now the permanent rotations as limit cases of the general results
obtained above, corresponding to the situation in which the inequalities concerning the
position of the constant
I with respect to the principal moments of inertia (not equal one
to the others) become equalities. Thus, if
3
II= , then the relation (15.1.66) leads to
12
() () 0ttωω==, because
1
II≠ and
2
II≠ , while the second relation (15.1.49)
shows that
3
() consttωΩ== ; moreover, the relations (15.1.48') lead to the same
result (the last relations can take place only if
2
0ω = , while the first relations lead to
1
0ω = ). We are thus in the case (15.1.73) for 3i = ,
1j =
and 2k = . As we have
seen, the
3
Ox -axis is fixed with respect to the rigid solid (hence with respect to the
frame of reference
R too) and with respect to the fixed frame
′
R
. From (15.1.58) it
results
sin sin sin cos 0θϕ θϕ==, cos 1θ = , hence 0θ = ; the angle ϕ, as well as
the angle
ψ given by (15.1.59'), will be arbitrary (the planes
12
Ox x
′′
and
12
Ox x are
superposed). Thus, the
3
Ox -axis coincides with the
3
Ox
′
-axis, the support of the
moment of momentum
O
′
K ; the formula (15.1.46) leads to the same result if we make
3
ωω Ω==, noting that ω and
O
′
K have the same direction (including the same
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