Introduction to Mechanics of Deformable Solids |
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Page 205
hand , when two deformations or strains are imposed on any system , it is the
separate stresses for each which will not add together to give the answer for the
combined deformation . The solution to other than fully linear problems of
combined ...
hand , when two deformations or strains are imposed on any system , it is the
separate stresses for each which will not add together to give the answer for the
combined deformation . The solution to other than fully linear problems of
combined ...
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 374
11 / PROBLEMS OF COMBINED STRESS , COMBINED LOADING The strength
of materials approach of this chapter and the discussion of principal stresses and
strains in Chap . 11 permit us to reconsider the bar problems of Chap . 1 and to ...
11 / PROBLEMS OF COMBINED STRESS , COMBINED LOADING The strength
of materials approach of this chapter and the discussion of principal stresses and
strains in Chap . 11 permit us to reconsider the bar problems of Chap . 1 and to ...
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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