## Introduction to Mechanics of Deformable Solids |

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Page 76

If

independent material , the curve is very much like one for uniaxial tension or

compression or simple shear . If , instead , o is plotted against € , the picture has

the same ...

If

**interior**pressure is plotted against diametral expansion for a ductile time -independent material , the curve is very much like one for uniaxial tension or

compression or simple shear . If , instead , o is plotted against € , the picture has

the same ...

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 ...

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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