MHB Find Extension of Springs: $\vec{r}$, $T$, and $x_E$

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The discussion revolves around finding the extension of a spring and analyzing the motion of a particle attached to it. The extension \( x_E \) in equilibrium is derived from the relationship \( T = mg \), leading to \( x_E = \frac{mg l}{\lambda} \). When the particle is lowered and released, the motion can be described by the equation \( \ddot{z} + \omega^2 z = 0 \), with \( \omega^2 = \frac{\lambda}{lm} \), resulting in the solution \( z(t) = a \cos(\omega t) \). If the particle starts at equilibrium with an initial velocity, the displacement is given by \( z(t) = \frac{b}{\omega} \sin(\omega t) \), allowing for the determination of when the particle first comes to rest. The conversation clarifies the use of the modulus of elasticity and the importance of understanding the relationship between force, area, and extension in spring mechanics.
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Second question I am stuck on:

A spring of natural length l with modulus of elasticity λ has one end fixed to the ceiling. A particle of mass m is attached to the other end of the spring and is left to hang in its equilibrium position under the influence of gravity.

(i) Find the extension $x_E$ of the spring in the equilibrium position.

(ii) The particle is now lowered a distance $a$ below its equilibrium position and released from rest. Working from N2, show that if $z$ denotes the vertical displacement of the particle below its equilibrium position and we neglect theeffects of air resistance, then

$\ddot{z}+ω^2z = 0$,

where $ω^2 = λ/(lm)$. Deduce that $z(t) = a cos(ωt)$.

(iii) Suppose now that the particle is initially at the equilibrium position and is given a positive downward initial velocity $\dot{z}(0) = b$. Show that in this case,

$z(t) = \frac{b}{ω} sin ωt$,

and hence find the first time when the particle comes to rest."

I'm really stuck on this one. I know the position vector of the particle is $\vec{r}=(l+x)\vec{k}$

and I think $T=\frac{\lambda x_E}{l}$ so $x_E=\frac{Tlm}{\lambda}$ but not sure if that's way off.

Thanks
 
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Carla1985 said:
Second question I am stuck on:

A spring of natural length l with modulus of elasticity λ has one end fixed to the ceiling. A particle of mass m is attached to the other end of the spring and is left to hang in its equilibrium position under the influence of gravity.

(i) Find the extension $x_E$ of the spring in the equilibrium position.

(ii) The particle is now lowered a distance $a$ below its equilibrium position and released from rest. Working from N2, show that if $z$ denotes the vertical displacement of the particle below its equilibrium position and we neglect theeffects of air resistance, then

$\ddot{z}+ω^2z = 0$,

where $ω^2 = λ/(lm)$. Deduce that $z(t) = a cos(ωt)$.

(iii) Suppose now that the particle is initially at the equilibrium position and is given a positive downward initial velocity $\dot{z}(0) = b$. Show that in this case,

$z(t) = \frac{b}{ω} sin ωt$,

and hence find the first time when the particle comes to rest."

I'm really stuck on this one. I know the position vector of the particle is $\vec{r}=(l+x)\vec{k}$

and I think $T=\frac{\lambda x_E}{l}$ so $x_E=\frac{Tlm}{\lambda}$ but not sure if that's way off.

Thanks

Hi again Carla! ;)

The modulus of elasticity λ is a property of a material.
To use it, you need the area of a cross section of the material.
So you need to use that
$$\qquad \displaystyle \lambda = \frac{\text{stress}}{\text{strain}} = \frac{F/A}{x_E/l}$$
where F is the force of gravity and A is the area of a cross section.Note that this can be rewritten as
$$\qquad F=\frac{\lambda A}{l} x_E = k x_E$$
which is the usual form of Hooke's law, meaning that the extension of a spring is linear with the applied force.Btw, in the equilibrium position, you would have that $T$ is equal to $mg$.
 
So the extension of the spring is $x_E=F\frac{l}{\lambda A}$? I'm a little confused by the A if I'm honest. In class we've just used λx/l and have never mentioned using the area of anything :/
 
Carla1985 said:
So the extension of the spring is $x_E=F\frac{l}{\lambda A}$? I'm a little confused by the A if I'm honest. In class we've just used λx/l and have never mentioned using the area of anything :/

Yes.

It appears you are using a different modulus of elasticity in class.
My reference is the version on wiki: Elastic modulus or Young's modulus.

But if you're using F=λx/l in class, you'd get $x_E=F\frac{l}{\lambda}$.

Then it seems as if you've only made a mistake substituting $T=mg$.
 
Yes, and the rest of the question makes a lot more sense now :) Thank you ever so much for your help. It is very much appreciated x
 
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