Introduction to Mechanics of Deformable Solids |
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Page 211
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 the ...
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 the ...
Page 280
of any line segment joining two points on a curve or surface of constant f lies on
or inside the curve or surface . The outward - pointing normal to a curve or
surface of constant f at any point Xi is a vector N perpendicular to the tangent line
or ...
of any line segment joining two points on a curve or surface of constant f lies on
or inside the curve or surface . The outward - pointing normal to a curve or
surface of constant f at any point Xi is a vector N perpendicular to the tangent line
or ...
Page 303
T / 6 T / b = T1 / 6 + 102 / 6 Current yield curve at O , TO TY 6 When No = Noi +
No2 * T 02 / 6 7016 R or N Noi = 10 : 2 ) T / b versus Ni Initial yield curve 7 : / b
versus N3 1 Limit curve T * / b versus R * Fig . 13 . Assemblage of two tubes of
elastic ...
T / 6 T / b = T1 / 6 + 102 / 6 Current yield curve at O , TO TY 6 When No = Noi +
No2 * T 02 / 6 7016 R or N Noi = 10 : 2 ) T / b versus Ni Initial yield curve 7 : / b
versus N3 1 Limit curve T * / b versus R * Fig . 13 . Assemblage of two tubes of
elastic ...
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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