A steel bar 400mm long, 60mm wide and 15 mm thick is sub- jected to an axial tension of 100KN. Calculate the final dimension and change in volume of the bar. Take E= 2 x 105 N/mm2 and 1/m=0.3
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Answer:
Change in length (δl)=P∗LAE
Given, P=160∗103N,L=2000mm
W=40mm,t=20mm
E=200GPa,E=200∗103N/mm2
μ=0.3
δL=160∗103∗200040∗20∗2000)103
δL=2mm
Poisson′sRatio=LateralstrainLongitudinalstrain
Calculations of changes in width : -
Lateralstrain=δwworδtt
Longitudinalstrain=δLL
μ=δwwδLL
0.3=δw4022000
δW=0.012mm
Calculation of change in thickness:
μ=δttδLL
0.3=δt2022000
δt = 0.006mm.
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