Introduction to Mechanics of Deformable Solids |
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Page 197
This statement obviously is true for the initial response of a Maxwell or four -
element material , because the initial response is linearelastic . It is obvious also
for the initial ( linear - viscous ) response of a Kelvin material . Strong evidence of
its ...
This statement obviously is true for the initial response of a Maxwell or four -
element material , because the initial response is linearelastic . It is obvious also
for the initial ( linear - viscous ) response of a Kelvin material . Strong evidence of
its ...
Page 211
10 . 7 Yield curves for combined tension and torsion . moderate to large offset
definition of yield . The curve which joins the initial yield points ( the initial yield
curve ) separates the states of stress o a , Oc on the inside , for which the
response of ...
10 . 7 Yield curves for combined tension and torsion . moderate to large offset
definition of yield . The curve which joins the initial yield points ( the initial yield
curve ) separates the states of stress o a , Oc on the inside , for which the
response of ...
Page 438
... 372 , 373 Initial creep , 30 ( See also under Creep ) 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 ...
... 372 , 373 Initial creep , 30 ( See also under Creep ) 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 ...
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Common terms and phrases
acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero