Introduction to Mechanics of Deformable Solids |
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... given ( plane strain ) 250 Nonprincipal values given ( plane strain ) 253 Yzz = 2 € rz 0 , Yyz 1 = 2 € y : 0 , but € 0 . 258 = - 11.8 Problems of Strain in a Surface Strain rosettes 255 11.9 Principal Strains in Three Dimensions ...
... given ( plane strain ) 250 Nonprincipal values given ( plane strain ) 253 Yzz = 2 € rz 0 , Yyz 1 = 2 € y : 0 , but € 0 . 258 = - 11.8 Problems of Strain in a Surface Strain rosettes 255 11.9 Principal Strains in Three Dimensions ...
Page 30
... given load , and relaxation , the loss of stress with time at a given deformation , are two of the manifestations of time effects . They often govern the useful life of turbines , engines and other propulsion sys- tems , nuclear - power ...
... given load , and relaxation , the loss of stress with time at a given deformation , are two of the manifestations of time effects . They often govern the useful life of turbines , engines and other propulsion sys- tems , nuclear - power ...
Page 127
... given stress produces a larger resisting moment . is that the rotation arm is increased so that a given strain corresponds to a smaller rotation . This latter attribute is not an unmixed blessing . If the assemblage or beam must ...
... given stress produces a larger resisting moment . is that the rotation arm is increased so that a given strain corresponds to a smaller rotation . This latter attribute is not an unmixed blessing . If the assemblage or beam must ...
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ