Introduction to Mechanics of Deformable Solids |
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Page 103
... carry more load until it , too , is at yield . At this stage R Re , both tubes are at their maximum load - carrying capacity , = Reσ0141 + σ02A2 = = 001 ( 2πriti ) + 002 ( 2πr2t2 ) No additional load can be carried : R , is the maximum ...
... carry more load until it , too , is at yield . At this stage R Re , both tubes are at their maximum load - carrying capacity , = Reσ0141 + σ02A2 = = 001 ( 2πriti ) + 002 ( 2πr2t2 ) No additional load can be carried : R , is the maximum ...
Page 120
... carried by the viscous component , which cannot displace until some time elapses . An abrupt imposition of M at t = 0 ... carry all the stresses at the beginning have a linear response . = After a very long time , the dashpots relax ...
... carried by the viscous component , which cannot displace until some time elapses . An abrupt imposition of M at t = 0 ... carry all the stresses at the beginning have a linear response . = After a very long time , the dashpots relax ...
Page 412
... carrying capacity of a uniform linear - elastic column with hinged ends , Ph may not be significant in design . The maximum load Pmax the column can carry before failure may be far less than Ph . A first step in a more complete analysis ...
... carrying capacity of a uniform linear - elastic column with hinged ends , Ph may not be significant in design . The maximum load Pmax the column can carry before failure may be far less than Ph . A first step in a more complete analysis ...
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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