Advanced Strength and Applied Elasticity |
Common terms and phrases
applying Eq assumed axes axial beam bending bending moment biharmonic equation body forces boundary conditions c₁ c₂ centroid column compressive constant coordinates cross section curvature curve cylinder deflection deformation derived Determine direction disk displacement elastic equations of equilibrium Example expression factor of safety failure fatigue Figure finite difference finite element flange fracture given by Eq Hooke's law inertia integration load M₁ material maximum shear stress maximum stress method Mohr's circle moment of inertia nodal normal stress obtained plane strain plane stress plastic plate pressure problem radial radius rectangular represents rotation shear center shear force shear stress theory shown in Fig solution static strain energy stress components stress distribution stress function subjected substituting surface tangential stress temperature tensile thickness torque torsion unit length values yield zero ΕΙ бур ди дх ду