## Introduction to Mechanics of Deformable Solids |

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Page 6

1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111

Linear - elastic behavior 114

work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear ...

1 Pure Bending of Plane Assemblages of Bars in Tension and Compression 111

Linear - elastic behavior 114

**Elastic**-**perfectly plastic**idealization 115 Linear -work - hardening idealization 117 Linear Maxwell idealization 118 Nonlinear ...

Page 102

5

temperature . The answer can be obtained instead in a straightforward manner

from the start by solving the equations of equilibrium and compatibility , Pie + Pze

...

5

**Elastic**-**perfectly plastic**tubes of Fig . 6 . 4 . Diagram drawn for zero change intemperature . The answer can be obtained instead in a straightforward manner

from the start by solving the equations of equilibrium and compatibility , Pie + Pze

...

Page 177

Limit pressure (

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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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