Question

A long steel bar (length L-100 m, elastic modulus E = 2x 1011 N/m2, density ρ 7850 kgm3) of unit cross section is held at one end while hanging freely inside a deep pit and you are asked to estimate the longitudinal stress and displacement along the length of the bar Assuming linear elastic behavior, the internal elastic energy U of the hanging bar is given by the expression where z is the distance from the top of the pit and v is the longitudinal virtual displacement Moreover, the load potential W due to the weight of the bar is given by where f-pg is the body force in the bar due to its own weight and g-9.81 m/s2 įs the gravitational constant. The total potential energy of the bar associated with the virtual displacement v is given by the following functional Consider now the family of virtual displacements v given by the expression 2E where c is a numerical constant yet to be determined.

Combine the above equations to produce a second order differential equation for the Introduce the boundary conditions that u(0) 0 (clamped end) and del:L-0 (free end) and solve the boundary value problem to obtain an expression for the displacement u(z) and show that the obtained result is identical to the virtual displacement that minimizesthe total potential energy functional F. Create plots of the obtained displacement u(2) and the associated stress o(z) as functions of distance z along the bar and discuss your results

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