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Klio2033 [76]
3 years ago
12

Two dogbone specimens of identical geometry but made of two different materials: steel and aluminum are tested under tension at

a fixed load rate. If the displacement rate needed to achieve the specified load rate for aluminum specimen is 0.001 inch/min, determine the displacement rate that must be applied on the steel specimen to achieve the specified load rate. Given, Young's modulus (E) of steel is 29,000 ksi and that of aluminum is 10,000 ksi.
Engineering
2 answers:
Kisachek [45]3 years ago
8 0

Answer:

vsteel = 0.00034483 inch/min

Explanation:

Given

vAl = 0.001 inch/min

EAl = 10,000 ksi

Esteel = 29,000 ksi

P is the same value for the dogbone specimens

A is the same value for the dogbone specimens

L is the same value for the dogbone specimens

We can apply

ΔL = P*L/(A*E)

⇒ ΔL*E = P*L/A

then

ΔLAl*EAl = ΔLsteel*Esteel

ΔLAl*10,000 ksi = ΔLsteel*29,000 ksi

⇒ ΔLAl = 2.9*ΔLsteel

If  ΔLAl = 2.9*ΔLsteel  we have

vAl = 2.9*vsteel

0.001 inch/min = 2.9*vsteel

⇒  vsteel = 0.00034483 inch/min

makkiz [27]3 years ago
7 0

Answer:

\dot L_{steel} = 3.448\times 10^{-4}\,\frac{in}{min}

Explanation:

The Young's module is:

E = \frac{\sigma}{\frac{\Delta L}{L_{o}} }

E = \frac{\sigma\cdot L_{o}}{\dot L \cdot \Delta t}

Let assume that both specimens have the same geometry and load rate. Then:

E_{aluminium} \cdot \dot L_{aluminium} = E_{steel} \cdot \dot L_{steel}

The displacement rate for steel is:

\dot L_{steel} = \frac{E_{aluminium}}{E_{steel}}\cdot \dot L_{aluminium}

\dot L_{steel} = \left(\frac{10000\,ksi}{29000\,ksi}\right)\cdot (0.001\,\frac{in}{min} )

\dot L_{steel} = 3.448\times 10^{-4}\,\frac{in}{min}

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A well is located in a 20.1-m thick confined aquifer with a conductivity of 14.9 m/day and a storativity of 0.0051. If the well
ahrayia [7]

Answer:

S = 5.7209 M

Explanation:

Given data:

B = 20.1 m

conductivity ( K ) = 14.9 m/day

Storativity  ( s ) = 0.0051

1 gpm = 5.451 m^3/day

calculate the Transmissibility ( T ) = K * B

                                                       = 14.9 * 20.1 = 299.5  m^2/day

Note :

t = 1

U = ( r^2* S ) / (4*T*<em> t </em>)

  = ( 7^2 * 0.0051 ) / ( 4 * 299.5 * 1 ) = 2.0859 * 10^-4

Applying the thesis method

W(u) = -0.5772 - In(U)

       = 7.9

next we calculate the pumping rate from well ( Q ) in m^3/day

= 500 * 5.451 m^3 /day

= 2725.5 m^3 /day

Finally calculate the drawdown at a distance of 7.0 m form the well after 1 day of pumping

S = \frac{Q}{4\pi T} * W (u)

 where : Q = 2725.5

               T = 299.5

               W(u)  = 7.9

substitute the given values into equation above

S = 5.7209 M

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