Introduction to Mechanics of Deformable Solids |
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Page 74
... radius ( or the outer radius ) when t , <<< r . The question of how thin is thin is more difficult to answer than it was for the twisted tube . A difference always exists between the state of stress at the inner and at the outer surface ...
... radius ( or the outer radius ) when t , <<< r . The question of how thin is thin is more difficult to answer than it was for the twisted tube . A difference always exists between the state of stress at the inner and at the outer surface ...
Page 79
... radius r , and the wall 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 ) ...
... radius r , and the wall 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 ) ...
Page 175
... radius a and outer radius b under interior pressure pa and exterior pressure p ( Fig . 9.1 ) . Geometrically the sphere is equivalent to a set of thin spherical shells of radius r and thickness Ar nested one inside the other . On the ...
... radius a and outer radius b under interior pressure pa and exterior pressure p ( Fig . 9.1 ) . Geometrically the sphere is equivalent to a set of thin spherical shells of radius r and thickness Ar nested one inside the other . On the ...
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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