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 , = Reσ014100242 = = σ01 ( 2πrit1 ) + σ02 ( 2πr2t2 ) No additional load can be carried : Re is the maximum , or ...
... carry more load until it , too , is at yield . At this stage R Re , both tubes are at their maximum load - carrying capacity , = Reσ014100242 = = σ01 ( 2πrit1 ) + σ02 ( 2πr2t2 ) No additional load can be carried : Re is the maximum , or ...
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 . 0 + , 03 = After a very long time , the dashpots ...
... 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 . 0 + , 03 = After a very long time , the dashpots ...
Page 412
... carrying capacity of a uniform linear - elastic column with hinged ends , P2 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 , P2 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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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero