## Introduction to Mechanics of Deformable Solids |

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Page 208

Radial or proportional loading Consider now the biaxial state of stress o a , Oc

constant ratio ; q = 0 in Fig . 10 . 5 . Two special cases have been discussed

directly in ...

Radial or proportional loading Consider now the biaxial state of stress o a , Oc

**produced**by increasing combined axial force R and interior pressure p inconstant ratio ; q = 0 in Fig . 10 . 5 . Two special cases have been discussed

directly in ...

Page 210

Similarly , the state of stress

pr / t , 1 = 0 is represented by a stress point on the radial line OB of Fig . 10 . 6 . As

p increases from zero , the stress point moves out along this line , with stress ...

Similarly , the state of stress

**produced**by interior pressure alone oa = pr / 2t , 0c =pr / t , 1 = 0 is represented by a stress point on the radial line OB of Fig . 10 . 6 . As

p increases from zero , the stress point moves out along this line , with stress ...

Page 267

2 : 14 ) Volume change exk is

distortion eij is

other . The stress - strain relations , tij in terms of Oij , and vice versa , are found

by ...

2 : 14 ) Volume change exk is

**produced**by the mean normal stress okk / 3 ;distortion eij is

**produced**by the stress deviation Sij . Each is independent of theother . The stress - strain relations , tij in terms of Oij , and vice versa , are found

by ...

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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