## Introduction to Mechanics of Deformable Solids |

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Page 255

Strain rosettes The plane - strain situation with € , = 0 rarely is encountered in the

laboratory or the outside world , but measurements of strain in the free

machines , structures , and other devices are employed frequently to improve ...

Strain rosettes The plane - strain situation with € , = 0 rarely is encountered in the

laboratory or the outside world , but measurements of strain in the free

**surfaces**ofmachines , structures , and other devices are employed frequently to improve ...

Page 280

of any line segment joining two points on a curve or

or inside the curve or

or ...

of any line segment joining two points on a curve or

**surface**of constant f lies onor inside the curve or

**surface**. The outward - pointing normal to a curve or**surface**of constant f at any point Xi is a vector N perpendicular to the tangent lineor ...

Page 284

Therefore , when strain is a homogeneous function of stress , a

constant 2 is also a

constant strain energy density W . However , a linear - elastic material is a power

- term type of ...

Therefore , when strain is a homogeneous function of stress , a

**surface**ofconstant 2 is also a

**surface**of constant W and ... nor are either**surfaces**ofconstant strain energy density W . However , a linear - elastic material is a power

- term type of ...

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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