## Introduction to Mechanics of Deformable Solids |

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Page 71

1 / ADDITION OF HYDROSTATIC ( ALL - AROUND )

was made of the presence of atmospheric

deformations and strains under uniaxial stress or in simple shear . It was

unnecessary ...

1 / ADDITION OF HYDROSTATIC ( ALL - AROUND )

**PRESSURE**No mentionwas made of the presence of atmospheric

**pressure**in the discussions of thedeformations and strains under uniaxial stress or in simple shear . It was

unnecessary ...

Page 175

chapter 9 Thick - walled

assembling of individually homogeneous bars in tension and compression to

form a beam was reasonably straightforward . The assembling of homogeneous

...

chapter 9 Thick - walled

**pressure**vessels 9 . 1 / THICK - WALLED SPHERE Theassembling of individually homogeneous bars in tension and compression to

form a beam was reasonably straightforward . The assembling of homogeneous

...

Page 177

Limit

require simultaneous consideration of equilibrium , compatibility , and

stressstrain relations . Statically determinate problems ( Sec . 6 . 2 ) are obvious

examples ...

Limit

**pressure**( elastic - perfectly plastic material ) However , not all problems dorequire simultaneous consideration of equilibrium , compatibility , and

stressstrain relations . Statically determinate problems ( Sec . 6 . 2 ) are obvious

examples ...

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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