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,
Areaofcrosssectionwithouthole(A1)=4π×di2=4π×402=1256.63mm2
Areaofcrosssectionwithhole(A2)=4π×(do2−di2)
∴ A2=4π×(402−302)=549.77mm2
Now,
Totalcontraction=A1×EP×L1+A2×EP×L2=Ep×(A1L1+A2L2)
So,
Totalcontraction=85×103N/m2180×103N×(1256.63500+549.77100)=1.228mm
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