Answer to Question #129714 in Mechanics | Relativity for Hamid

Question #129714
A rectangular block of metal of 50 mm x 25 mm cross-section and 125 mm length carries a tensile load of 100 kN along its length, a compressive load of 1.0 MN on its 50 x 125 mm faces and a tensile load of 400 kN on its 25 x 125 mm faces. If E = 208 GN/m² and Poisson’s ratio = 0.3, Find (a) change in volume of bar (b) increase required in 1.0 MN load to produce no change in volume.
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Expert's answer
2020-08-17T09:23:26-0400

As per the question,

for rectangular block,

length=125mm

breadth=50mm

height=25mm


Load along its length=100 KN

Load along its breadth= -1 MN=-1×103\times10^3 KN( since It is compressive load)

Load along its height=400 KN

Young's modulus=208GN/m2^2 =208×106106\frac{\times 10^6}{10^6} KN/mm2^2 =208KN/mm2^2

poission's ratio=0.3


Stress in the x direction σx\sigma_x =loadinxdirectionbreadth×height\frac{load in x direction}{breadth\times height}

=10025×50\frac{100}{25\times 50}

=80 N/mm2^2

Stress in the y direction σy\sigma_y =loadinydirectionlenght×breadth\frac{load in y direction}{lenght\times breadth}

= -100050×125\frac{1000}{50\times125}

=-100 N/mm2^2

Stress in the z direction σz\sigma_z =loadinzdirectionlength×height\frac{load in z direction}{length\times height}

=100125×50\frac{100}{125\times50}

=128 N/mm2^2

Let the volume of block be V,

then V=length×breadth×heightlength\times breadth\times height

=125×50×25125\times 50\times 25

=156250 mm3^3

Now the change in volume to original volume is given by,

dVV=(σxσy+σz)(12u)E\frac{dV}{V}= \frac{(\sigma_x -\sigma_y+\sigma_z)(1-2u)}{E}

=(80100+128)(12×0.3)208×103\frac{(80-100+128)(1-2\times 0.3)}{208\times 10^3}

=0.0002076

Now the change in volume,

dV =0.0002076×\times V

=0.0002076×\times 156250

=32.4375 mm3^3

Hence the change in volume is 32.4375mm3^3




(B) To keep the volume of the Block zero, we have to make the net load applied to zero.

This can be done by making the compressive 1 MN load to 0.5 MN.

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