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s344n2d4d5 [400]
3 years ago
11

Ablok slides on ahorizonted sur fors which has been lubricated with heavy oil such that the blok soffers a viscous resistance th

at vories as the square root of the speed f(v)=-cv^1/2 if the initial speed of the blok is v° at time t=0 find the volues of (v) and (x) as afanctions of the time (t)
Physics
1 answer:
svetoff [14.1K]3 years ago
7 0

Answer:

v = (v_0^{\frac{3}{2}}-\frac{3cx}{2m})^\frac{2}{3}

x = \frac{2m}{c}*v_0^{\frac{3}{2}}

Explanation:

Given

f(v) =- cv^\frac{1}{2}

To start with, we begin with

F = ma

Substitute the expression for F

-cv^\frac{1}{2} = ma

-ma = cv^\frac{1}{2}

Acceleration (a) is:

a = \frac{dv}{dt}

So, the expression becomes:

m\frac{dv}{dt} = -cv^\frac{1}{2}

-----------------------------------------------------------------------------------------

Velocity (v) is:

v = \frac{dx}{dt} --- distance/time

v * \frac{dv}{dx}= \frac{dx}{dt}* \frac{dv}{dx}

v * \frac{dv}{dx}= \frac{dv}{dt}

\frac{dv}{dt} = v * \frac{dv}{dx}

--------------------------------------------------------------------------------------------

So, we have:

m\frac{dv}{dt} = -cv^\frac{1}{2}

mv * \frac{dv}{dx} = -cv^\frac{1}{2}

Divide both sides by v^\frac{1}{2}

mv^{1-\frac{1}{2}} * \frac{dv}{dx} = -c

mv^{\frac{1}{2}} * \frac{dv}{dx} = -c

Divide both sides by m

v^{\frac{1}{2}} * \frac{dv}{dx} = -\frac{c}{m}

v^{\frac{1}{2}} * dv = -\frac{c}{m} * dx

Integrate:

\int\limits^v_{v_0} {v^{\frac{1}{2}}} \, dv  = -\frac{c}{m}\int\limits^x_0 {}} \, dx

\frac{2}{3}v^{\frac{3}{2}}|\limits^v_{v_0}  = -\frac{c}{m}x|\limits^x_0

\frac{2}{3}(v^{\frac{3}{2}} - v_0^{\frac{3}{2}} ) = -\frac{cx}{m}

v^{\frac{3}{2}} - v_0^{\frac{3}{2}} = -\frac{3cx}{2m}

v^{\frac{3}{2}} = v_0^{\frac{3}{2}}-\frac{3cx}{2m}

v = (v_0^{\frac{3}{2}}-\frac{3cx}{2m})^\frac{2}{3}

Next, is to get the maximum velocity by distance x.

To do this, we find the derivation by x

\frac{dv}{dx} = 0

\frac{2}{3}(v_0^{\frac{3}{2}}-\frac{3cx}{2m})^{\frac{2}{3} - 1} * -\frac{3c}{2m} = 0

\frac{2}{3}(v_0^{\frac{3}{2}}-\frac{3cx}{2m})^{\frac{2-3}{3}} * -\frac{3c}{2m} = 0

\frac{2}{3}(v_0^{\frac{3}{2}}-\frac{3cx}{2m})^{\frac{-1}{3}} * -\frac{3c}{2m} = 0

(v_0^{\frac{3}{2}}-\frac{3cx}{2m})^{\frac{-1}{3}} * -\frac{c}{m} = 0

Divide both sides by -\frac{c}{m}

(v_0^{\frac{3}{2}}-\frac{3cx}{2m})^{\frac{-1}{3}} = 0

Take cube roots of both sides

(v_0^{\frac{3}{2}}-\frac{3cx}{2m})^{-1} = 0

v_0^{\frac{3}{2}}-\frac{3cx}{2m} = 0

\frac{3cx}{2m} = v_0^{\frac{3}{2}}

x = \frac{2m}{c}*v_0^{\frac{3}{2}}

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Consider a large truck carrying a heavy load, such as steel beams. A significant hazard for the driver is that the load may slid
nataly862011 [7]

Answer:

A)

the minimum stopping distance for which the load will not slide forward relative to the truck is 14 m

B)

data that were not necessary to the solution are;

a) mass of truck and b) mass of load

Explanation:

Given that;

mass of load m_{LS} = 10000 kg

mass of flat bed m_{FB} = 20000 kg

initial speed of truck v_{0} = 12 m/s

coefficient of friction between the load sits and flat bed μs = 0.5

A) the minimum stopping distance for which the load will not slide forward relative to the truck.

Now, using the expression

Fs,max = μs F_{N}     -------------let this be equation 1

where F_{N} = normal force = mg

so

Fs,max = μs mg

ma_{max} = μs mg

divide through by mass

a_{max} = μs g    ---------- let this be equation 2

in equation 2, we substitute in our values

a_{max} = 0.5 × 9.8 m/s²

a_{max} = 4.9 m/s²

now, from the third equation of motion

v² = u² + 2as

v_{f}² = v_{0}² + 2aΔx

where v_{f} is final velocity ( 0 m/s )

a is acceleration( - 4.9 m/s² )

so we substitute

(0)² = (12 m/s)² + 2(- 4.9 m/s² )Δx

0 = 144 m²/s² - 9.8 m/s²Δx

9.8 m/s²Δx = 144 m²/s²

Δx = 144 m²/s² /  9.8 m/s²

Δx = 14 m

Therefore, the minimum stopping distance for which the load will not slide forward relative to the truck is 14 m

B) data that were not necessary to the solution are;

a) mass of truck and b) mass of load

3 0
3 years ago
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