Elasticity/Constitutive example 1

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Example 1

Take a uniform bar of length "56", cross-section area "6", density "4", Young's modulus "8", and hang it from a rigid, hypothetical ceiling. Calculate how much the bar increases in length due to its own weight. Assume that the acceleration due to gravity is "6" and the bar is fixed rigidly to the ceiling.

Solution

The tensile stress at a point P, at a distance x from the ceiling is

σ2x=ρg(Lx)

From Hooke's law

ϵxx=σxxE=ρg(Lx)E

Now,

ux=ϵxx

Integrating,

u(x)=ρg(2Lxx2)2E+A

Applying the boundary conditions, u(x)=0 at x=0, we get A=0. Therefore, the increase in length is

u(L)=ρgL22E

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