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Analysis of Stress
Strain and StressStrain Relations
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angle of twist assumed axes axial beam bending body forces boundary conditions buckling Castigliano's theorem centroid column compressive constant coordinates cross section curvature curve cylinder deflection deformation derived Determine diameter direction disk displacement elastic Example expression factor of safety failure Figure finite difference finite element free end given by Eq Hooke's law inertia integration load material matrix maximum principal maximum shearing stress maximum stress megapascals membrane method midspan modulus Mohr's circle neutral axis normal stress obtained plane strain plane stress plastic plate principal stresses problem product of inertia radial radius rectangular represents respectively rotation shear center shear force shear strain shown in Fig simply supported solution static statically indeterminate steel strain energy stress components stress function stresses acting subjected Substituting surface tangential stress temperature tensile thickness torque torsion unit length values yield zero