Introduction to Mechanics of Deformable Solids |
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Page 19
A very useful idealization in practice and in theoretical development is to assume
linear - elastic behavior up to yield , followed by unlimited plastic strain at
constant stress and without volume change . The picture is very much like that for
the ...
A very useful idealization in practice and in theoretical development is to assume
linear - elastic behavior up to yield , followed by unlimited plastic strain at
constant stress and without volume change . The picture is very much like that for
the ...
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 da , 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 da , oc on the inside , for which the
response of ...
Page 303
To / b = 101 / 6 + T 02 / 6 Current yield curve at 0 , T . TY / b No = Noi + No2 ~
Top16 Toi ER or N Noi = No3 ) Initial yield curve T * / b versus Ni T $ / b versus N
Limit curve T * / b versus R * Fig . 13 . 4 Assemblage of two tubes of elastic ...
To / b = 101 / 6 + T 02 / 6 Current yield curve at 0 , T . TY / b No = Noi + No2 ~
Top16 Toi ER or N Noi = No3 ) Initial yield curve T * / b versus Ni T $ / b versus N
Limit curve T * / b versus R * Fig . 13 . 4 Assemblage of two tubes of elastic ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 versus viscous yield zero