## Introduction to Mechanics of Deformable Solids |

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Page 53

6 Tær and Tar are zero at the inner and outer

and uniformity along the length of the tube . and of uniformity along the length . It

is valid , therefore , even in a disturbed end region . Both the outer and the inner ...

6 Tær and Tar are zero at the inner and outer

**radius**independently of symmetryand uniformity along the length of the tube . and of uniformity along the length . It

is valid , therefore , even in a disturbed end region . Both the outer and the inner ...

Page 79

Equating summation of forces to zero gives the axial stress on and the

circumferential stress or in terms of the uniform interior pressure p , the

and the wall thickness tw . The symbol y represents equally well the inside

ri , or the ...

Equating summation of forces to zero gives the axial stress on and the

circumferential stress or in terms of the uniform interior pressure p , the

**radius**r ,and the wall thickness tw . The symbol y represents equally well the inside

**radius**ri , or the ...

Page 175

Consider a symmetric thick - walled sphere of inner

under interior pressure pa and exterior pressure po ( Fig . 9 . 1 ) . Geometrically

the sphere is equivalent to a set of thin spherical shells of

Ar ...

Consider a symmetric thick - walled sphere of inner

**radius**a and outer**radius**bunder interior pressure pa and exterior pressure po ( Fig . 9 . 1 ) . Geometrically

the sphere is equivalent to a set of thin spherical shells of

**radius**r and thicknessAr ...

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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