Introduction to Mechanics of Deformable Solids |
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Page 57
... strains Y = tan y = ro = ΥΦ L A partial answer now can be given to the question of how thin a tube must be to be considered as thin - walled . The difference in shear strain between the points located at the outer circle and those on ...
... strains Y = tan y = ro = ΥΦ L A partial answer now can be given to the question of how thin a tube must be to be considered as thin - walled . The difference in shear strain between the points located at the outer circle and those on ...
Page 59
... strain not unreasonable . If the shear - stress vs shear - strain curves are simple T versus curves with a change of scale , the shear strain as computed will be tan y automatically . For smally there is , as mentioned previously , no ...
... strain not unreasonable . If the shear - stress vs shear - strain curves are simple T versus curves with a change of scale , the shear strain as computed will be tan y automatically . For smally there is , as mentioned previously , no ...
Page 442
... Shear flow , 362 Shear or shearing force , 1 , 2 , 5 horizontal , 360 , 361 sign convention , 336 , 337 " Shear " fracture in compression , 66 Shear modulus , 57 , 265 , 429 Shear strain ... Shear stress , 2 , 3 , 225 , 229 , 240 in bending ...
... Shear flow , 362 Shear or shearing force , 1 , 2 , 5 horizontal , 360 , 361 sign convention , 336 , 337 " Shear " fracture in compression , 66 Shear modulus , 57 , 265 , 429 Shear strain ... Shear stress , 2 , 3 , 225 , 229 , 240 in bending ...
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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