Lecture Notes
Semester 1
Classical Mechanics
Lecture 14: Equilibrium and Elasticity

Lecture 14: Equilibrium and Elasticity

Course Outline

  • Center of Gravity
  • Equilibrium and Stability
  • Elasticity - Hooke's Law

For a rigid body to be in equilibrium, two conditions must be satisfied:

  1. The vector sum of all forces acting on the body must be zero. Fd=0\sum \vec{F_d} = 0

  2. The vector sum of all torques acting on the body about any axis must be zero. τ=0\sum \vec{\tau} = 0

Center of Gravity

Average location of the weight of an object. Same as the center of mass for a uniform gravitational field.

rcm=m1r1+m2r2++mnrnm1+m2++mn=mirimi\begin{equation} \vec{r}_{cm} = \frac{m_1\vec{r}_1 + m_2\vec{r}_2 + \cdots + m_n\vec{r}_n}{m_1 + m_2 + \cdots + m_n} = \frac{\sum m_i\vec{r}_i}{\sum m_i} \end{equation}

Example

A uniform plank of length L=6.0mL = 6.0\text{m} and mass M=90kgM = 90\text{kg} is supported by two sawhorses separated by D=1.5mD = 1.5\text{m} and equidistant from the center of the plank

A person wants to stand on the right-hand end of the plank. If the plank is to remain in equilibrium, what is the maximum mass of the person?

⚠️

Hint: The person's weight acts at the center of gravity of the person-plank system.

Answer:

The center of gravity equation gives us:

xcg=M(0)+m(L2)M+m=mM+mL2x_{cg} = \frac{M(0) + m\left(\frac{L}{2}\right)}{M + m} = \frac{m}{M + m}\frac{L}{2}

we set xcg=xSx_{cg} = x_S and solve for mm:

mM+mL2=D2mL=(M+m)Dm=MDLD=90kg×1.5m6.0m1.5m=30 kg\begin{align*} \frac{m}{M + m}\frac{L}{2} &= \frac{D}{2}\\ mL &= (M + m)D\\ m &= \frac{MD}{L - D} = \frac{90\text{kg}\times 1.5\text{m}}{6.0\text{m} - 1.5\text{m}} = 30\text{ kg} \end{align*}

Elasticity

Spring Elasticity

  • A force \rightarrow equilibrium == restoring force
  • Object that exert a restoring force are elastic
  • Hooke's Law: F=kxF = -kx \rightarrow displaced by xx from equilibrium (linear slope)
  • kk is the spring constant (or force constant) \rightarrow stiffness of the spring.
  • Minus sign indicates that the force is opposite to the displacement \rightarrow restoring force

Example

A spring is attached to a 2.0 kg2.0 \text{ kg} block. The other end of the spring is pulled by a motorized toy train that moves forward at 5.0cm/s5.0 \text{cm/s}.

The spring constant is 50 N/m50 \text{ N/m} and the coefficient of static friction between the block and the surface is 0.600.60.

The spring is at equilibrium length at t=0 st = 0 \text{ s}. How far does the spring stretch before the block starts to move? And what the time it takes for the block to start moving?

Answer:

The force of the spring when the toy moves as far as xx:

Fs=kxF_s = kx

When the block almost moves, this spring force is same as the static friction between the block and the floor: (Fs=Ff)(F_s = F_f)

Ff=Fs=μsFN=μsmgkx=μsmgx=μsmgk=(0.60)(2.0 kg)(9.8 m/s2)50 N/m=0.235 m\begin{align*} F_f = F_s = \mu_s F_N &= \mu_s mg\\ kx &= \mu_s mg\\ x &= \frac{\mu_s mg}{k} = \frac{(0.60)(2.0\text{ kg})(9.8\text{ m/s}^2)}{50\text{ N/m}} = 0.235\text{ m} \end{align*}

Then to calculate the time it takes for the block to start moving, we use the equation of motion:

t=xv=0.235 m0.050 m/s=4.7 st = \frac{x}{v} = \frac{0.235\text{ m}}{0.050\text{ m/s}} = 4.7\text{ s}

Work Done by a Spring

  • Work done by a spring is the area under the force-displacement curve.
W=FdsW=sisfk(sseq)2dsW=12k(sf2si2)sisfW=12kΔsi212kΔsf2\begin{align} W &= \int F ds\nonumber\\ W &= -\int_{s_i}^{s_f} k(s-s_{eq})^2 ds\nonumber\\ W &= -\frac{1}{2}k(s_f^2 - s_i^2) \Big\rvert_{s_i}^{s_f}\nonumber\\ W &= \frac{1}{2}k\Delta s_{i}^2 - \frac{1}{2}k\Delta s^2_{f} \end{align}

Example

A block with mass mm is pushed to a spring until a displacement of Δx\Delta x then released. What is the speed of the block when it passes through the equilibrium position?

Answer:

Using conservation of energy:

12kΔx2spring+0=0+12mv2kineticv=kmΔx\begin{align} \underbrace{\frac{1}{2}k\Delta x^2}_{\text{spring}} + 0 &= 0 + \underbrace{\frac{1}{2}mv^2}_{\text{kinetic}}\nonumber\\ v &= \sqrt{\frac{k}{m}}\Delta x \end{align}

What if the mass is hanging from the spring at equilibrium yy and spring constant kk?

using equation above we can use static equilibrium formula:

Fs=Fg=kΔy=mgk=mgΔy\begin{align} F_s = F_g &= k\Delta y = mg\nonumber\\ k &= \frac{mg}{\Delta y} \end{align}
⚠️

Elasticity is not the sole property of a spring!

Medium Elasticity

  • Any solid will be deformed by a force
  • The graph of force vs. displacement is not linear
    • Elastic limit: the point beyond which the material is permanently deformed
    • As long as the strech is less than the elastic limit, the material will return to its original shape when the force is removed.
  • A strech beyond the elastic limit is called plastic deformation and it is permanent.
  • For most materials, the force is proportional to the displacement up to the elastic limit.
F=kΔL\begin{equation} F = k\Delta L \end{equation}

Tensile Stress and Young Modulus

  • The elasticity is directly related to the spring constant.
  • The force pulling each bond is related to the strech:
FA=kΔLA=YΔLLY=tensile stresstensile strain\begin{equation} \frac{F}{A} = \frac{k\Delta L}{A} = \frac{Y\Delta L}{L} \rightarrow Y = \frac{\text{tensile stress}}{\text{tensile strain}} \end{equation}

Volume Stress and Bulk Modulus

  • The force per unit area F/AF/A is applied to all surfaces.
  • The volume strain is defined as the change in volume divided by the original volume: ΔV/V\Delta V/V
  • The bulk modulus is defined as the ratio of the volume stress to the volume strain:
B=F/AΔV/V\begin{equation} B = \frac{F/A}{\Delta V/V} \end{equation}

Shear Stress

  • The shear strain is defined as the change in angle θ\theta divided by the original angle: Δθ\Delta \theta
S=F/Ax/hS = \frac{F_{||}/A}{x/h}

Example

A 2.0 m2.0 \text{ m} long, 1.0 mm1.0 \text{ mm} diameter steel wire is suspended from the ceiling. Hanging a 4.5 kg4.5 \text{ kg} mass from the wire causes it to stretch by 1.0 mm1.0 \text{ mm}.

What is the Young's modulus of the wire? Can you identify the material?

Answer:

The force pulling on the wire is the weight of the mass:

FA=mgA=(4.5 kg)(9.8 m/s2)π(0.0005 m)2=5.6×107 N/m2\frac{F}{A} = \frac{mg}{A} = \frac{(4.5\text{ kg})(9.8\text{ m/s}^2)}{\pi(0.0005\text{ m})^2} = 5.6\times 10^7\text{ N/m}^2

The resulting strech of 1.0 mm1.0 \text{ mm} is the change in length divided by the original length:

Y=F/AΔL/L=5.6×107 N/m2(1.0×103 m)/(2.0 m)=11×1010 N/m2Y = \frac{F/A}{\Delta L/L} = \frac{5.6\times 10^7\text{ N/m}^2}{(1.0\times 10^{-3}\text{ m})/(2.0\text{ m})} = 11\times 10^{10}\text{ N/m}^2

This is the Young's modulus of the medium \rightarrow the wire is made of copper.