Introduction to Mechanics of Deformable Solids |
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Page 74
... thickness of shell t , cannot vary around the circumference . The proof of these state- ments follows the same reasoning as in Sec . 4.2 on torsion and will not be repeated here . Write each of the steps explicitly unless all are fully ...
... thickness of shell t , cannot vary around the circumference . The proof of these state- ments follows the same reasoning as in Sec . 4.2 on torsion and will not be repeated here . Write each of the steps explicitly unless all are fully ...
Page 79
... thickness tw . The symbol r represents equally well the inside radius r , or the mean radius rm , or the outside radius of the shell when to << r . σa ( 2πrmtw ) = p ( πr.2 ) σα = and pr , 2 pr 2rmt oc2 ( Ltw ) σε = pr tw = 2tw = p ...
... thickness tw . The symbol r represents equally well the inside radius r , or the mean radius rm , or the outside radius of the shell when to << r . σa ( 2πrmtw ) = p ( πr.2 ) σα = and pr , 2 pr 2rmt oc2 ( Ltw ) σε = pr tw = 2tw = p ...
Page 87
... thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in Prob . 5.2 ? Take necking or local thinning into account . assumptions you make . Show all steps explicitly , and state any 5.5 ...
... thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in Prob . 5.2 ? Take necking or local thinning into account . assumptions you make . Show all steps explicitly , and state any 5.5 ...
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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