Introduction to Mechanics of Deformable Solids |
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Page 7
... given ( plane strain ) 250 Nonprincipal values given ( plane strain ) 253 Yzz = 2 € zz = 0 , 11.8 = 2 € yz Yyz = 0 , but € 20 . Problems of Strain in a Surface 258 Strain rosettes 255 11.9 Principal Strains in Three Dimensions . Strain ...
... given ( plane strain ) 250 Nonprincipal values given ( plane strain ) 253 Yzz = 2 € zz = 0 , 11.8 = 2 € yz Yyz = 0 , but € 20 . Problems of Strain in a Surface 258 Strain rosettes 255 11.9 Principal Strains in Three Dimensions . Strain ...
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 . The other 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 ...
... given stress produces a larger resisting moment . The other 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 ...
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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