Introduction to Mechanics of Deformable Solids |
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Page 157
... torsion ( see Sec . 4.2 ) are of intrinsic importance and also may be used to describe the behavior of axially symmetric hollow or solid circular bars in torsion . If an assemblage of two homogeneous isotropic tubes fastened between ...
... torsion ( see Sec . 4.2 ) are of intrinsic importance and also may be used to describe the behavior of axially symmetric hollow or solid circular bars in torsion . If an assemblage of two homogeneous isotropic tubes fastened between ...
Page 433
... torsion and bending , 159 , 161 ( See also Correspondence ) Angle section , shear center , 365 Angle of twist , 55 , 56 linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ...
... torsion and bending , 159 , 161 ( See also Correspondence ) Angle section , shear center , 365 Angle of twist , 55 , 56 linear elastic , 323 linear Kelvin , 327 linear Maxwell , 326 nonlinear viscous , 328 Anisotropy , 69 , 216 , 222 ...
Page 444
... torsion , 300 , 308 in torsion , 162-169 Thinness , of pressurized spherical shell , 74 , 75 of tube , pressurized , 79 twisted , 57 Thin - walled sphere , 73-78 Thin - walled tube , 51 under combined loading , 199 , 200 under interior ...
... torsion , 300 , 308 in torsion , 162-169 Thinness , of pressurized spherical shell , 74 , 75 of tube , pressurized , 79 twisted , 57 Thin - walled sphere , 73-78 Thin - walled tube , 51 under combined loading , 199 , 200 under interior ...
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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