## 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 ; t = 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 ; t = 0 in Fig . 10 . 5 . Two special cases have been discussed

directly in ...

Page 210

Similarly , the state of stress

prst , 7 = 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 , oc =prst , 7 = 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 319

B . Find the rotation y in 1 day

acting alone . C . Find R and T when the rate of extension is 0 . 06 in . per month

and at the same time the angular rotation rate is 1 . 5° per month . D . Find the ...

B . Find the rotation y in 1 day

**produced**by a twisting moment T = 80 , 000 in . - lbacting alone . C . Find R and T when the rate of extension is 0 . 06 in . per month

and at the same time the angular rotation rate is 1 . 5° per month . D . Find the ...

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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero