Virtual displacement explained

In analytical mechanics, a branch of applied mathematics and physics, a virtual displacement (or infinitesimal variation)

\delta\gamma

shows how the mechanical system's trajectory can hypothetically (hence the term virtual) deviate very slightly from the actual trajectory

\gamma

of the system without violating the system's constraints.[1] [2] [3] For every time instant

t,

\delta\gamma(t)

is a vector tangential to the configuration space at the point

\gamma(t).

The vectors

\delta\gamma(t)

show the directions in which

\gamma(t)

can "go" without breaking the constraints.

For example, the virtual displacements of the system consisting of a single particle on a two-dimensional surface fill up the entire tangent plane, assuming there are no additional constraints.

If, however, the constraints require that all the trajectories

\gamma

pass through the given point

q

at the given time

\tau,

i.e.

\gamma(\tau)=q,

then

\delta\gamma(\tau)=0.

Notations

Let

M

be the configuration space of the mechanical system,

t0,t1\inR

be time instants,

q0,q1\inM,

infty[t
C
0,

t1]

consists of smooth functions on

[t0,t1]

, and

P(M) = \.

The constraints

\gamma(t0)=q0,

\gamma(t1)=q1

are here for illustration only. In practice, for each individual system, an individual set of constraints is required.

Definition

For each path

\gamma\inP(M)

and

\epsilon0>0,

a variation of

\gamma

is a function

\Gamma:[t0,t1] x [-\epsilon0,\epsilon0]\toM

such that, for every

\epsilon\in[-\epsilon0,\epsilon0],

\Gamma(,\epsilon)\inP(M)

and

\Gamma(t,0)=\gamma(t).

The virtual displacement

\delta\gamma:[t0,t1]\toTM

(TM

being the tangent bundle of

M)

corresponding to the variation

\Gamma

assigns[1] to every

t\in[t0,t1]

the tangent vector

\delta \gamma(t) = \left.\frac\right|_ \in T_M.

In terms of the tangent map,

\delta \gamma(t) = \Gamma^t_*\left(\left.\frac\right|_\right).

Here

t
\Gamma
*:

T0[-\epsilon,\epsilon]\toT\Gamma(t,0)M=T\gamma(t)M

is the tangent map of

\Gammat:[-\epsilon,\epsilon]\toM,

where

\Gammat(\epsilon)=\Gamma(t,\epsilon),

and
styled
d\epsilon

l|\epsilon\inT0[-\epsilon,\epsilon].

Properties

n
\{q
i=1
are the coordinates in an arbitrary chart on

M

and

n=\dimM,

then \delta \gamma(t) = \sum^n_ \frac\Biggl|_ \cdot \frac\Biggl|_.

\tau

and every

\gamma\inP(M),

\gamma(\tau)=const,

then, for every

\gamma\inP(M),

\delta\gamma(\tau)=0.

style\gamma,d\gamma
dt

\inP(M),

then

\delta

d\gamma
dt

=

d
dt

\delta\gamma.

Examples

Free particle in R3

A single particle freely moving in

R3

has 3 degrees of freedom. The configuration space is

M=R3,

and

P(M)=

infty([t
C
0,t

1],M).

For every path

\gamma\inP(M)

and a variation

\Gamma(t,\epsilon)

of

\gamma,

there exists a unique

\sigma\in

3
T
0R
such that

\Gamma(t,\epsilon)=\gamma(t)+\sigma(t)\epsilon+o(\epsilon),

as

\epsilon\to0.

By the definition,

\delta \gamma (t) = \left.\left(\frac \Bigl(\gamma(t) + \sigma(t)\epsilon + o(\epsilon)\Bigr)\right)\right|_

which leads to

\delta \gamma (t) = \sigma(t) \in T_ \mathbb^3.

Free particles on a surface

N

particles moving freely on a two-dimensional surface

S\subsetR3

have

2N

degree of freedom. The configuration space here is

M = \,

where

ri\inR3

is the radius vector of the

ith

particle. It follows that

T_ M = T_S \oplus \ldots \oplus T_S,

and every path

\gamma\inP(M)

may be described using the radius vectors

ri

of each individual particle, i.e.

\gamma (t) = (\mathbf_1(t),\ldots, \mathbf_N(t)).

This implies that, for every

\delta\gamma(t)\in

T
(r1(t),\ldots,rN(t))

M,

\delta \gamma(t) = \delta \mathbf_1(t) \oplus \ldots \oplus \delta \mathbf_N(t),

where

\deltari(t)\in

T
ri(t)

S.

Some authors express this as

\delta \gamma = (\delta \mathbf_1, \ldots, \delta \mathbf_N).

Rigid body rotating around fixed point

A rigid body rotating around a fixed point with no additional constraints has 3 degrees of freedom. The configuration space here is

M=SO(3),

the special orthogonal group of dimension 3 (otherwise known as 3D rotation group), and

P(M)=

infty([t
C
0,t

1],M).

We use the standard notation

ak{so}(3)

to refer to the three-dimensional linear space of all skew-symmetric three-dimensional matrices. The exponential map

\exp:ak{so}(3)\toSO(3)

guarantees the existence of

\epsilon0>0

such that, for every path

\gamma\inP(M),

its variation

\Gamma(t,\epsilon),

and

t\in[t0,t1],

there is a unique path

\Thetat\in

infty([-\epsilon
C
0,

\epsilon0],ak{so}(3))

such that

\Thetat(0)=0

and, for every

\epsilon\in[-\epsilon0,\epsilon0],

\Gamma(t,\epsilon)=\gamma(t)\exp(\Thetat(\epsilon)).

By the definition,

\delta \gamma (t) = \left.\left(\frac \Bigl(\gamma(t) \exp(\Theta^t(\epsilon))\Bigr)\right)\right|_= \gamma(t) \left.\frac\right|_.

Since, for some function

\sigma:[t0,t1]\toak{so}(3),

\Thetat(\epsilon)=\epsilon\sigma(t)+o(\epsilon)

, as

\epsilon\to0

,

\delta \gamma (t) = \gamma(t)\sigma(t) \in T_\mathrm(3).

See also

References

  1. Book: Classical Field Theory. Takhtajan. Leon A.. Department of Mathematics, Stony Brook University, Stony Brook, NY. 2017. Leon_Takhtajan . Part 1. Classical Mechanics . PDF.
  2. Book: Classical Mechanics. Herbert Goldstein. Charles P. Poole. Goldstein. H.. Poole. C. P.. Safko. J. L.. Addison-Wesley. 2001. 978-0-201-65702-9 . 3rd. 16.
  3. Book: Torby, Bruce . Advanced Dynamics for Engineers . HRW Series in Mechanical Engineering . 1984 . CBS College Publishing . United States of America . 0-03-063366-4 . Energy Methods.