For a given isotropic material properties: E, G, v a) Form the 6x6 compliance matrix S...
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For a given isotropic material properties: E, G, v a) Form the 6x6 compliance matrix S for a 3-D stress problem b) Form the 3x3 compliance matrix S and compute the stiffness matrix C for a plane stress problem (assume ozz = 0, Ozx = 0, Oyz = 0 but &z # 0) c) Form the 3x3 compliance matrix S and compute the stiffness matrix C for a plane strain problem (assume ɛzz = 0, Ezx = 0, Eyz = 0, but ozz # 0) %3| For a given isotropic material properties: E, G, v a) Form the 6x6 compliance matrix S for a 3-D stress problem b) Form the 3x3 compliance matrix S and compute the stiffness matrix C for a plane stress problem (assume ozz = 0, Ozx = 0, Oyz = 0 but &z # 0) c) Form the 3x3 compliance matrix S and compute the stiffness matrix C for a plane strain problem (assume ɛzz = 0, Ezx = 0, Eyz = 0, but ozz # 0) %3|
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