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ivolga24 [154]
3 years ago
7

It is claimed that if a lead bullet goes fast enough, it can melt completely when it comes to a halt suddenly, and all its kinet

ic energy is converted into heat via friction. Find the minimum speed of a lead bullet (initial temperature = 29.5 °C) for such an event to happen.
Physics
1 answer:
Alex73 [517]3 years ago
6 0

Answer:

The minimum speed of a lead bullet is 273.9 m/s

Explanation:

Given that,

Initial temperature = 29.5°C

We need to calculate the heat

Using formula of heat

Q= mc(T_{2}-T_{1})+mL

Where, mc(T_{2}-T_{1}) = Energy needed to bring bullet from 29 to 327.3°

ml=Energy needed to melt bullet at this temperature

Put the value into the formula

Q=m(126\times(327.3-29.5))+m\times2.1\times10^{-4}

We need to calculate the minimum speed of a lead bullet

Kinetic energy converted to heat energy

Q=\dfrac{1}{2}mv^2

Put the value into the formula

m(126\times(327.3-29.5))+m\times2.1\times10^{-4}=\dfrac{1}{2}mv^2

v^2=2(126\times(327.3-29.5)+2.1\times10^{-4})

v=\sqrt{2(126\times(327.3-29.5)+2.1\times10^{-4})}

v=273.9\ m/s

Hence, The minimum speed of a lead bullet is 273.9 m/s

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The concrete post (Ec = 3.6 × 106 psi and αc = 5.5 × 10-6/°F) is reinforced with six steel bars, each of 78-in. diameter (Es = 2
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Answer:

the normal stress induced by  the concrete post \sigma_c = 67.26 psi

the normal stress induced by the steel \sigma_s = - 1795.84 psi

Explanation:

Given that:

Modulus for elasticity for concrete post E_c = 3.6 *10^6 psi

Thermal coefficient for concrete post  \alpha _c = 5.5 *10^{-6}/^0F

Modulus for elasticity of steel bar E_s = 29*10^6psi

Thermal coefficient of steel bar \alpha _2 = 6.5*10^{-6}/^0F

Change in temperature ΔT = 80°F

Diameter of the steel rood = 7/8-in

Area of the steel rod A_s = 6(\frac{ \pi}{4} )(d_s)^2

= 6(\frac{ \pi}{4} )(\frac{7}{8} )^2

= 3.61 in²

Area of concrete parts A_c = (10)(10) - A_s

= (100 - 3.61) in²

= 96.39 in²

The total strain developed in the concrete post can be expressed as:

= [\frac{1}{E_cA_c}+\frac{1}{E_sA_s}]P=(\alpha_s-\alpha_c)(\delta T)

= [\frac{1}{(3.6*10^6)(96.39)}+\frac{1}{(29*10^6)(3.61)}]P=(6.5*10^{-6}-5.5*10^{-6})(80)

= [(2.88*10^{-9}) +(9.55*10^{-9}]P = 8.0*10^{-5}

= 1.234*10^{-8}P = 8.0*10^{-5}

P = \frac {8.0*10^{-5}}{1.234*10^{-8}}

P = 6482.98 lb

Since, the normal stress in concrete is induced as a result of temperature rise; we have the expression :

\sigma_c =\frac{P}{A_c}

\sigma_c = \frac{6482.98}{96.39}

\sigma_c = 67.26 psi

Thus, the normal stress induced by  the concrete post \sigma_c = 67.26 psi

Also; the normal stress in the steel bars  induced as a result of temperature rise is as follows:

\sigma_s = \frac{-P}{A_s}

\sigma_s =\frac{-6482.98}{3.61}

\sigma_s = - 1795.84 psi

Thus, the normal stress induced by the steel \sigma_s = - 1795.84 psi

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4 years ago
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