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"\\times10^3" KN( since It is compressive load)
Load along its height=400 KN
Young's modulus=208GN/m"^2" =208"\\frac{\\times 10^6}{10^6}" KN/mm"^2" =208KN/mm"^2"
poission's ratio=0.3
Stress in the x direction "\\sigma_x" ="\\frac{load in x direction}{breadth\\times height}"
="\\frac{100}{25\\times 50}"
=80 N/mm"^2"
Stress in the y direction "\\sigma_y" ="\\frac{load in y direction}{lenght\\times breadth}"
= -"\\frac{1000}{50\\times125}"
=-100 N/mm"^2"
Stress in the z direction "\\sigma_z" ="\\frac{load in z direction}{length\\times height}"
="\\frac{100}{125\\times50}"
=128 N/mm"^2"
Let the volume of block be V,
then V="length\\times breadth\\times height"
="125\\times 50\\times 25"
=156250 mm"^3"
Now the change in volume to original volume is given by,
"\\frac{dV}{V}= \\frac{(\\sigma_x -\\sigma_y+\\sigma_z)(1-2u)}{E}"
="\\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 mm"^3"
Hence the change in volume is 32.4375mm"^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.
Comments
Leave a comment