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Components of Strain
Differential Equations of Equilibrium
151 other sections not shown
acting angle applied assumed axis beam becomes bending boundary boundary conditions calculated circle circular complex compression compressive stress concentrated consider constant coordinates corresponding cosh cross section curve deformation derivatives determined differential direction discussed displacement distance edge elastic element elliptic ends energy equal equations equilibrium expression forces given gives hole indicated instance integral load manner material Math maximum means Mech method normal obtained plane plate polar positive potentials pressure problem produced radius represented respect rotation satisfied shearing stress shown in Fig sides simple sinh solution strain stress components stress distribution stress function Substituting surface taken tension theory thickness tion uniform unit values zero ду дх