## Introduction to Mechanics of Deformable Solids |

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Page 87

2 Find the minimum thickness for a thin - walled sphere of 30 ft diameter to carry

an

Give all steps explicitly . A . Mild steel similar to 1020 HR B . 2024 - T4 5 . 3 At the

...

2 Find the minimum thickness for a thin - walled sphere of 30 ft diameter to carry

an

**interior**pressure of 150 psi gage with a factor of safety of 2 against yielding .Give all steps explicitly . A . Mild steel similar to 1020 HR B . 2024 - T4 5 . 3 At the

...

Page 175

Next in logical sequence to the topics covered previously is the assembling of

homogeneous isotropic thin - walled pressure vessels into thickwalled vessels

under

of ...

Next in logical sequence to the topics covered previously is the assembling of

homogeneous isotropic thin - walled pressure vessels into thickwalled vessels

under

**interior**and exterior pressure . Consider a symmetric thick - walled sphereof ...

Page 178

Very high

before they go fully plastic and blow out in an unstable manner . If the exterior

pressure , po at r = b , is not zero , Eq . ( 9 . 1 : 8 ) is replaced by P – Pb = 2 en ( 9 .

Very high

**interior**pressures can be held in sufficiently ductile thick spheresbefore they go fully plastic and blow out in an unstable manner . If the exterior

pressure , po at r = b , is not zero , Eq . ( 9 . 1 : 8 ) is replaced by P – Pb = 2 en ( 9 .

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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