Introduction to Mechanics of Deformable Solids |
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Page 197
... initial response of a Maxwell or four - element material , because the initial response is linear- elastic . It is obvious also for the initial ( linear - viscous ) response of a Kelvin material . Strong evidence of its generality is ...
... initial response of a Maxwell or four - element material , because the initial response is linear- elastic . It is obvious also for the initial ( linear - viscous ) response of a Kelvin material . Strong evidence of its generality is ...
Page 211
... initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which the response of the original material is purely elastic or almost so , from the states of stress on the outside , which ...
... initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which the response of the original material is purely elastic or almost so , from the states of stress on the outside , which ...
Page 438
... Initial deflection or imperfection , 410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185-190 in thick - walled sphere ...
... Initial deflection or imperfection , 410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185-190 in thick - walled sphere ...
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Common terms and phrases
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