Introduction to Mechanics of Deformable Solids |
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Page 55
... outer circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a tube . This is obvious when the tube is ...
... outer circle , the inner circle , and all concentric circles between the two remain concentric circles at all times . Absolute angular rotation is not the significant quantity in the twisting of a tube . This is obvious when the tube is ...
Page 160
... outer tube is strained more in shear than the inner ( both start from a state of zero stress and strain ) ( Fig . 8.2 ) . For tubes of the same time - independent material , the outer tube will be stressed more and will be the first to ...
... outer tube is strained more in shear than the inner ( both start from a state of zero stress and strain ) ( Fig . 8.2 ) . For tubes of the same time - independent material , the outer tube will be stressed more and will be the first to ...
Page 187
... outer shell 2 , where 2t1 equal thickness . From ( 9.1 : 39 ) : P21 = 212 b σο + Po From ( 9.1 : 37 ) : b2 2t2b b2 P12 = = P21 το + po a2 a2 a2 From ( 9.1 : 38 ) : ( 9.1 : 40 ) ( 9.1 : 41 ) L Pal = a 201 σo + P12 σο = ( 21 , +212 1 + 21 ...
... outer shell 2 , where 2t1 equal thickness . From ( 9.1 : 39 ) : P21 = 212 b σο + Po From ( 9.1 : 37 ) : b2 2t2b b2 P12 = = P21 το + po a2 a2 a2 From ( 9.1 : 38 ) : ( 9.1 : 40 ) ( 9.1 : 41 ) L Pal = a 201 σo + P12 σο = ( 21 , +212 1 + 21 ...
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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