248 Equations of motion: differential approach
Hence, we obtain
d
dt
∂T
∂u
j
=
N
i=1
[m
i
˙
v
ci
· γ
ij
+ (I
ci
· ˙ω
i
+ ω
i
× I
ci
· ω
i
) ·β
ij
]
+
N
i=1
(m
i
v
ci
· ˙γ
ij
+ ω
i
· I
ci
·
˙
β
ij
)(j = 1,...,n − m) (4.224)
Now recall the general dynamical equation for center-of-mass reference points, that is, for
ρ
ci
= 0. From (4.142), we have
N
i=1
[m
i
˙
v
ci
· γ
ij
+ (I
ci
· ˙ω
i
+ ω
i
× I
ci
· ω
i
) ·β
ij
] = Q
j
( j = 1,...,n − m) (4.225)
Finally, from (4.224) and (4.225), we obtain
d
dt
∂T
∂u
j
−
N
i=1
(m
i
v
ci
· ˙γ
ij
+ ω
i
· I
ci
·
˙
β
ij
) = Q
j
( j = 1,...,n − m) (4.226)
This is a fundamental equation for a system of rigid bodies. Using the kinetic energy
T (q, u, t)fortheconstrained system, it results in a minimum set of (n − m) first-order
dynamical equations.
An alternate form of (4.226) is
d
dt
∂T
∂u
j
−
N
i=1
(p
i
· ˙γ
ij
+ H
ci
·
˙
β
ij
) = Q
j
( j = 1,...,n − m) (4.227)
where p
i
is the linear momentum of the i th body and H
ci
is its angular momentum about
its center of mass. This form of the equation is more flexible in that the angular momentum
may be expressed in terms of arbitrary unit vectors rather than being tied to the body-fixed
unit vectors of the inertia dyadic. This is particularly useful in the dynamic analysis of
axially symmetric bodies.
If we compare (4.227) with the Boltzmann–Hamel equation, as given by (4.82), we find
that
N
i=1
(p
i
· ˙γ
ir
+ H
ci
·
˙
β
ir
) =
n
i=1
∂T
∂q
i
ir
−
N
i=1
n
j=1
n
k=1
n−m
l=1
∂T
∂u
j
∂
ji
∂q
k
−
∂
jk
∂q
i
kl
ir
u
l
−
n
i=1
n
j=1
n
k=1
∂T
∂u
j
∂
ji
∂q
k
−
∂
jk
∂q
i
kt
ir
−
n
i=1
n
j=1
∂T
∂u
j
∂
ji
∂t
−
∂
jt
∂q
i
ir
(r = 1,...,n − m) (4.228)
where T (q, u, t) is written for the unconstrained system. Since the differential equations
of motion produced by the two methods are identical, we conclude that the fundamental