Given:
For aluminum bar
compressive Load (P)=180KN
modulus of elasticity (EAL)=85GN/m2
Total Length(L) = 600 mm
Diameter aluminium bar (do) = 40 mm
Hole diameter (di)= 30 mm
Rest bar lenght (L1)=(600-100)=500 mm
Hole length (L2)= 100 mm
Find the total contraction on the bar due to a compressive load .
now, free body Diagram
Now,
"Area\\,of\\,crosssection\\,without\\,hole\\,(A_{1})=\\frac{\\pi }{4}\\times d_{i}^{2}=\\frac{\\pi }{4}\\times 40^{2}=1256.63\\,mm^{^{2}}"
"Area\\,of\\,crosssection\\,with\\,hole\\,(A_{2})=\\frac{\\pi }{4}\\times (d_{o}^{2}-d_{i}^{2})\\\\"
"\\therefore" "A_{2}=\\frac{\\pi }{4}\\times (40^{2}-30^{2})=549.77\\,mm^{^{2}}"
Now,
"Total\\,contraction\\,=\\frac{P\\times L_{1}}{A_{1}\\times E}+\\frac{P\\times L_{2}}{A_{2}\\times E}=\\frac{p}{E}\\times (\\frac{L_{1}}{A_{1}}+\\frac{L_{2}}{A_{2}})"
So,
"Total\\,contraction\\,=\\frac{180\\times 10^{3}N}{85\\times 10^{3}N\/m^{2}}\\times \\left ( \\frac{500}{1256.63} +\\frac{100}{549.77}\\right )=1.228mm"
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