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Question: A uniform vertical cylinder (density = $\sigma$) is released from rest when its lower end just touch...

A uniform vertical cylinder (density = σ\sigma) is released from rest when its lower end just touches the liquid (density = ρ\rho) surface of a deep lake. Calculate maximum displacement of cylinder (in meter) Take (=8m\ell = 8m and σρ=12\frac{\sigma}{\rho} = \frac{1}{2})

Answer

8

Explanation

Solution

Let the cylinder have cross-sectional area AA and length \ell. The density of the cylinder is σ\sigma and the density of the liquid is ρ\rho. The mass of the cylinder is m=σAm = \sigma A \ell. The weight of the cylinder is W=mg=σAgW = mg = \sigma A \ell g.

The cylinder is released from rest when its lower end just touches the liquid surface, so the initial position is x=0x=0 (taking the downward direction as positive and the liquid surface as the origin) and the initial velocity is v(0)=0v(0) = 0.

When the cylinder is submerged in the liquid by a depth xx, the volume of the submerged part is Vsubmerged=AxV_{submerged} = A x if 0x0 \le x \le \ell. The buoyant force is FB=ρVsubmergedg=ρAxgF_B = \rho V_{submerged} g = \rho A x g. This force acts upwards.

The net downward force on the cylinder when 0x0 \le x \le \ell is Fnet(x)=WFB(x)=σAgρAxgF_{net}(x) = W - F_B(x) = \sigma A \ell g - \rho A x g. The equation of motion is ma=Fnetm a = F_{net}, so σAa=σAgρAxg\sigma A \ell a = \sigma A \ell g - \rho A x g. a=d2xdt2=gρσgxa = \frac{d^2 x}{dt^2} = g - \frac{\rho}{\sigma \ell} g x.

The maximum displacement occurs when the velocity of the cylinder becomes zero. We can use the work-energy theorem. The change in kinetic energy is ΔKE=KEfKEi=00=0\Delta KE = KE_f - KE_i = 0 - 0 = 0. The work done by the net force is equal to the change in kinetic energy. The work done by gravity as the cylinder moves from x=0x=0 to xmaxx_{max} is Wg=0xmaxWdx=0xmaxσAgdx=σAgxmaxW_g = \int_0^{x_{max}} W dx = \int_0^{x_{max}} \sigma A \ell g dx = \sigma A \ell g x_{max}. The work done by the buoyant force as the cylinder moves from x=0x=0 to xmaxx_{max} is WB=0xmax(FB(x))dxW_B = \int_0^{x_{max}} (-F_B(x)) dx. Since the buoyant force is upwards and displacement is downwards, the work done is negative.

We need to consider two cases for the buoyant force depending on whether xmaxx_{max} \le \ell or xmax>x_{max} > \ell.

Case 1: Maximum displacement xmaxx_{max} \le \ell. In this case, the buoyant force is FB(x)=ρAxgF_B(x) = \rho A x g for 0xxmax0 \le x \le x_{max}. WB=0xmaxρAxgdx=ρAg0xmaxxdx=12ρAgxmax2W_B = \int_0^{x_{max}} -\rho A x g dx = -\rho A g \int_0^{x_{max}} x dx = -\frac{1}{2} \rho A g x_{max}^2. By the work-energy theorem, Wg+WB=0W_g + W_B = 0. σAgxmax12ρAgxmax2=0\sigma A \ell g x_{max} - \frac{1}{2} \rho A g x_{max}^2 = 0. Since xmax0x_{max} \neq 0 (as σ<ρ\sigma < \rho, the cylinder will sink), we can divide by AgxmaxA g x_{max}: σ12ρxmax=0\sigma \ell - \frac{1}{2} \rho x_{max} = 0. xmax=2σρ=2σρx_{max} = \frac{2 \sigma \ell}{\rho} = 2 \ell \frac{\sigma}{\rho}. Given =8m\ell = 8m and σρ=12\frac{\sigma}{\rho} = \frac{1}{2}. xmax=2×8m×12=8mx_{max} = 2 \times 8m \times \frac{1}{2} = 8m. We assumed xmaxx_{max} \le \ell. Since =8m\ell = 8m, xmax=8mx_{max} = 8m satisfies this condition. So this is the correct maximum displacement.

Case 2: Maximum displacement xmax>x_{max} > \ell. In this case, the cylinder is fully submerged for part of the motion. Let's split the work integral into two parts: from x=0x=0 to x=x=\ell and from x=x=\ell to x=xmaxx=x_{max}. For 0x0 \le x \le \ell, FB(x)=ρAxgF_B(x) = \rho A x g. The work done by buoyant force is 0ρAxgdx=12ρAg2\int_0^{\ell} -\rho A x g dx = -\frac{1}{2} \rho A g \ell^2. For x>x > \ell, the cylinder is fully submerged, so the buoyant force is constant, FB=ρAgF_B = \rho A \ell g. The work done by buoyant force from x=x=\ell to x=xmaxx=x_{max} is xmaxρAgdx=ρAg(xmax)\int_{\ell}^{x_{max}} -\rho A \ell g dx = -\rho A \ell g (x_{max} - \ell). The total work done by buoyant force is WB=12ρAg2ρAg(xmax)W_B = -\frac{1}{2} \rho A g \ell^2 - \rho A \ell g (x_{max} - \ell). The work done by gravity is Wg=σAgxmaxW_g = \sigma A \ell g x_{max}. By the work-energy theorem, Wg+WB=0W_g + W_B = 0. σAgxmax12ρAg2ρAg(xmax)=0\sigma A \ell g x_{max} - \frac{1}{2} \rho A g \ell^2 - \rho A \ell g (x_{max} - \ell) = 0. Divide by AgA g: σxmax12ρ2ρxmax+ρ2=0\sigma \ell x_{max} - \frac{1}{2} \rho \ell^2 - \rho \ell x_{max} + \rho \ell^2 = 0. xmax(σρ)+12ρ2=0x_{max} (\sigma \ell - \rho \ell) + \frac{1}{2} \rho \ell^2 = 0. xmax(σρ)+12ρ2=0x_{max} \ell (\sigma - \rho) + \frac{1}{2} \rho \ell^2 = 0. Since 0\ell \neq 0, xmax(σρ)+12ρ=0x_{max} (\sigma - \rho) + \frac{1}{2} \rho \ell = 0. xmax(ρσ)=12ρx_{max} (\rho - \sigma) = \frac{1}{2} \rho \ell. xmax=12ρρσ=121σρx_{max} = \frac{\frac{1}{2} \rho \ell}{\rho - \sigma} = \frac{\frac{1}{2} \ell}{1 - \frac{\sigma}{\rho}}. Using the given values, =8m\ell = 8m and σρ=12\frac{\sigma}{\rho} = \frac{1}{2}. xmax=12×8m112=4m12=8mx_{max} = \frac{\frac{1}{2} \times 8m}{1 - \frac{1}{2}} = \frac{4m}{\frac{1}{2}} = 8m. This result xmax=8mx_{max} = 8m is consistent with the condition xmax>x_{max} > \ell only if we consider the boundary case xmax=x_{max} = \ell. The result from Case 1 gives xmax=8mx_{max} = 8m, which is equal to \ell. So the maximum displacement is exactly the length of the cylinder.

The maximum displacement of the cylinder is 8 meters.