Physics:Virtual displacement

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Short description: Displacement in analytical mechanics
One degree of freedom.
Two degrees of freedom.
Constraint force C and virtual displacement δr for a particle of mass m confined to a curve. The resultant non-constraint force is N. The components of virtual displacement are related by a constraint equation.

In analytical mechanics, a branch of applied mathematics and physics, a virtual displacement (or infinitesimal variation) δγ shows how the mechanical system's trajectory can hypothetically (hence the term virtual) deviate very slightly from the actual trajectory γ of the system without violating the system's constraints.[1][2][3]: 263  For every time instant t, δγ(t) is a vector tangential to the configuration space at the point γ(t). The vectors δγ(t) show the directions in which γ(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 γ pass through the given point 𝐪 at the given time τ, i.e. γ(τ)=𝐪, then δγ(τ)=0.

Notations

Let M be the configuration space of the mechanical system, t0,t1∈ℝ be time instants, q0,q1∈M, C∞[t0,t1] consists of smooth functions on [t0,t1], and

P(M)={γ∈C∞([t0,t1],M)∣γ(t0)=q0, γ(t1)=q1}.

The constraints γ(t0)=q0, γ(t1)=q1 are here for illustration only. In practice, for each individual system, an individual set of constraints is required.

Definition

For each path γ∈P(M) and ϵ0>0, a variation of γ is a smooth function Γ:[t0,t1]×[−ϵ0,ϵ0]→M such that, for every ϵ∈[−ϵ0,ϵ0], Γ(⋅,ϵ)∈P(M) and Γ(t,0)=γ(t). The virtual displacement δγ:[t0,t1]→TM (TM being the tangent bundle of M) corresponding to the variation Γ assigns[1] to every t∈[t0,t1] the tangent vector

δγ(t)=dΓ(t,ϵ)dϵ|ϵ=0∈Tγ(t)M.

In terms of the tangent map,

δγ(t)=Γ*t(ddϵ|ϵ=0).

Here Γ*t:T0[−ϵ,ϵ]→TΓ(t,0)M=Tγ(t)M is the tangent map of Γt:[−ϵ,ϵ]→M, where Γt(ϵ)=Γ(t,ϵ), and ddϵ|ϵ=0∈T0[−ϵ,ϵ].

Properties

  • Coordinate representation. If {qi}i=1n are the coordinates in an arbitrary chart on M and n=dim⁡M, then δγ(t)=∑i=1nd[qi(Γ(t,ϵ))]dϵ|ϵ=0⋅ddqi|γ(t).
  • If, for some time instant τ and every γ∈P(M), γ(τ)=const, then, for every γ∈P(M), δγ(τ)=0.
  • If γ,dγdt∈P(M), then δdγdt=ddtδγ.

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)=C∞([t0,t1],M). For every path γ∈P(M) and a variation Γ(t,ϵ) of γ, there exists a unique σ∈T0ℝ3 such that Γ(t,ϵ)=γ(t)+σ(t)ϵ+o(ϵ), as ϵ→0. By the definition,

δγ(t)=(ddϵ(γ(t)+σ(t)ϵ+o(ϵ)))|ϵ=0

which leads to

δγ(t)=σ(t)∈Tγ(t)ℝ3.

Free particles on a surface

N particles moving freely on a two-dimensional surface S⊂ℝ3 have 2N degree of freedom. The configuration space here is

M={(𝐫1,…,𝐫N)∈ℝ3N∣𝐫i∈ℝ3; 𝐫i≠𝐫j if i≠j},

where 𝐫i∈ℝ3 is the radius vector of the ith particle. It follows that

T(𝐫1,…,𝐫N)M=T𝐫1S⊕…⊕T𝐫NS,

and every path γ∈P(M) may be described using the radius vectors 𝐫i of each individual particle, i.e.

γ(t)=(𝐫1(t),…,𝐫N(t)).

This implies that, for every δγ(t)∈T(𝐫1(t),…,𝐫N(t))M,

δγ(t)=δ𝐫1(t)⊕…⊕δ𝐫N(t),

where δ𝐫i(t)∈T𝐫i(t)S. Some authors express this as

δγ=(δ𝐫1,…,δ𝐫N).

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)=C∞([t0,t1],M). We use the standard notation 𝔰𝔬(3) to refer to the three-dimensional linear space of all skew-symmetric three-dimensional matrices. The exponential map exp⁡:𝔰𝔬(3)→SO(3) guarantees the existence of ϵ0>0 such that, for every path γ∈P(M), its variation Γ(t,ϵ), and t∈[t0,t1], there is a unique path Θt∈C∞([−ϵ0,ϵ0],𝔰𝔬(3)) such that Θt(0)=0 and, for every ϵ∈[−ϵ0,ϵ0], Γ(t,ϵ)=γ(t)exp⁡(Θt(ϵ)). By the definition,

δγ(t)=(ddϵ(γ(t)exp⁡(Θt(ϵ))))|ϵ=0=γ(t)dΘt(ϵ)dϵ|ϵ=0.

Since, for some function σ:[t0,t1]→𝔰𝔬(3), Θt(ϵ)=ϵσ(t)+o(ϵ), as ϵ→0,

δγ(t)=γ(t)σ(t)∈Tγ(t)SO(3).

See also

References

  1. ↑ 1.0 1.1 Takhtajan, Leon A. (2017). "Part 1. Classical Mechanics". Classical Field Theory. Department of Mathematics, Stony Brook University, Stony Brook, NY. http://www.math.stonybrook.edu/~kirillov/mat560-fall19/MAT%20560.pdf. 
  2. ↑ Goldstein, H.; Poole, C. P.; Safko, J. L. (2001). Classical Mechanics (3rd ed.). Addison-Wesley. pp. 16. ISBN 978-0-201-65702-9. 
  3. ↑ Torby, Bruce (1984). "Energy Methods". Advanced Dynamics for Engineers. HRW Series in Mechanical Engineering. United States of America: CBS College Publishing. ISBN 0-03-063366-4.