University of MN Aerospace structures questions
1) Find the displacement function π’π§ (π§) by solving the one dimensional equilibrium equation and applying boundary conditions. π, π = πππ΄ π (πππππ‘β) π΄, π πΈ z 2) The displacement field for a deformed elastic body is : π’π₯ (π₯, π¦, π§) = π π¦ π’π¦ (π₯, π¦, π§) = π π₯ π’π§ (π₯, π¦, π§) = 0 a) Compute individualized components of the symmetrical strain tensor. i.e. compute ππ₯π₯ (π₯, π¦, π§), ππ₯π¦ (π₯, π¦, π§), ππ₯π§ (π₯, π¦, π§), ππ₯π¦ (π₯, π¦, π§), ππ¦π¦ (π₯, π¦, π§), ππ¦π§ (π₯, π¦, π§), ππ₯π§ (π₯, π¦, π§), ππ¦π§ (π₯, π¦, π§), ππ§π§ (π₯, π¦, π§) ππ₯π₯ π [ππ₯π¦ ππ₯π§ ππ₯π¦ ππ¦π¦ ππ¦π§ ππ₯π§ ππ¦π§ ] ππ§π§ b) Compute the total change of the angles (i.e. the engineering shear stress). Give your answer in terms of s. (90 degree angles, rotated 45 degrees) y D A B C x
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