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This lecture handout is part of Advanced Classical and Relativistic Mechanics course. Prof. Manasi Singh provided this handout at Punjab Engineering College. It includes: Spring, Imaginary, Time, Lagrangian, Dynamics, Statics, Hooke, Law, Spring, Constant, Differential, Equation
Typology: Exercises
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One of the stranger aspects of Lagrangian dynamics is how it turns into statics when we replace the time coordinate t by it - or in the jargon of physicists, when we ’Wick rotate’ to ’imaginary time’! People usually take advantage of this to do interesting things in the context of quantum mechanics, but the basic ideas are already viable in classical mechanics. So, let’s look at them!
q : [s 0 , s 1 ] → Rn
with endpoints q(s 0 ) = a, q(s 1 ) = b. Suppose the spring is put into a potential
V : Rn^ → R
(perhaps due to gravity, but not necessarily). What curve will the spring trace out when it is in equi- librium?
Hint: Hooke’s law says that a stretched spring has energy proportional to the square of how much it is stretched. Here this is true of each little piece of the spring, so its total energy due to stretching will be k 2
∫ (^) s 1
s 0
q ˙(s) ˙q(s)ds
for some ’spring constant’ k. But in addition, each little piece will aquire energy due to the potential V at that point, so the spring will also have potential energy ∫ (^) s 1
s 0
V (q(s))ds.
The total energy of the spring is thus:
∫ (^) s 1
s 0
k 2
q˙(s) ˙q(s) + V (q(s))
ds.
Our study of statics has taught us that in equilibrium, a static system minimizes its energy, or at least finds a critical point. So, set δE = 0 for all allowed variations δq of the path, and work out the differential equation this implies for q.
Solution: If we let qμ=q+μδq, we want to find the curves that satisfy
d dμ
E(qμ)
μ=
∀ δq:[s 0 , s 1 ]→ Rn^ with δq(s 0 ) = δq(s 1 ) = 0.
d dμ
E(qμ)
μ=
d dμ
∫ (^) s 1
s 0
k 2
q˙μ(s) ˙qμ(s) + V (qμ(s))
ds
μ=
=
∫ (^) s 1
s 0
d dμ
k 2 q˙μ(s) ˙qμ(s) + V (qμ(s))
ds
μ=
=
∫ (^) s 1
s 0
k q˙μ(s)
d dμ
q˙μ(s) + OV (qμ(s))
d dμ
qμ(s)
ds
μ=
=
∫ (^) s 1
s 0
k q˙μ(s) d ds
d dμ
qμ(s) + OV (qμ(s)) d dμ
qμ(s)
ds
μ= and using integration by parts
= k q˙μ(s)
d dμ
qμ(s)
]s 1
s 0
∫ (^) s 1
s 0
−k
d dμ
q˙μ(s) + OV (qμ(s))
d dμ
qμ(s)ds
μ= and since the boundary terms are zero,
=
∫ (^) s 1
s 0
−k d dμ
q˙μ(s) + OV (qμ(s)) d dμ
qμ(s)
ds
μ= which equals 0 for all δq if and only if the integrand is 0.
k ¨q(s) = OV (q(s))
V (x, y, z) = mgz
where m is the mass density of the spring and g is the acceleration of gravity (9.8 meters/second^2 ). What sort of curve does the spring trace out in equilibrium?
Solution: The solution to part (1) tells us that in equilibrium, the spring will trace out a path governed by the equation k q¨(s) = OV (q(s)). Given that V(x,y,z) = mgz and viewing this equation in terms of its coordiantes, we get
k ¨q(s) =
∂x
∂y
∂z
= (0, 0 , mg) 2
Solution: The statics problem in part (2) is analogous to the dynamics problem of throwing an object of some mass. The curve satisfying the equations of motion for this problem is a downwards facing parabola, which is the solution to part (2) with an extra minus sign thrown in.
Solution: The formal replacement of t by s = it gives us two factors of i from differentiating q twice. Thus, Newton’s Law becomes F = −ma.