University of MN Aerospace structures questions
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Get it written →1) Find the displacement function ๐ข๐ง (๐ง) by solving the one dimensional equilibrium equation and applying boundary conditions. ๐, ๐ = ๐๐๐ด ๐ (๐๐๐๐๐กโ) ๐ด, ๐ ๐ธ z 2) The displacement field for a deformed elastic body is : ๐ข๐ฅ (๐ฅ, ๐ฆ, ๐ง) = ๐ ๐ฆ ๐ข๐ฆ (๐ฅ, ๐ฆ, ๐ง) = ๐ ๐ฅ ๐ข๐ง (๐ฅ, ๐ฆ, ๐ง) = 0 a) Compute individualized components of the symmetrical strain tensor. i.e. compute ๐๐ฅ๐ฅ (๐ฅ, ๐ฆ, ๐ง), ๐๐ฅ๐ฆ (๐ฅ, ๐ฆ, ๐ง), ๐๐ฅ๐ง (๐ฅ, ๐ฆ, ๐ง), ๐๐ฅ๐ฆ (๐ฅ, ๐ฆ, ๐ง), ๐๐ฆ๐ฆ (๐ฅ, ๐ฆ, ๐ง), ๐๐ฆ๐ง (๐ฅ, ๐ฆ, ๐ง), ๐๐ฅ๐ง (๐ฅ, ๐ฆ, ๐ง), ๐๐ฆ๐ง (๐ฅ, ๐ฆ, ๐ง), ๐๐ง๐ง (๐ฅ, ๐ฆ, ๐ง) ๐๐ฅ๐ฅ ๐ [๐๐ฅ๐ฆ ๐๐ฅ๐ง ๐๐ฅ๐ฆ ๐๐ฆ๐ฆ ๐๐ฆ๐ง ๐๐ฅ๐ง ๐๐ฆ๐ง ] ๐๐ง๐ง 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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