## Introduction to Mechanics of Deformable Solids |

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Page 4

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

work - hardening idealization 117

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 197

3 : 35 )

homogeneous isotropic

to our homogeneous isotropic

no ...

3 : 35 )

**Linear**- viscous and**linear**- viscoelastic materials The solution for thehomogeneous isotropic

**linear**- elastic thick - walled cylinder carries over directlyto our homogeneous isotropic

**linear**- viscous idealization of material . There isno ...

Page 433

... Maxwell ) Allowable stress , 25 Aluminum ( see Material properties ) Analogy ,

torsion and bending , 159 , 161 ( See also Correspondence ) Angle section ,

shear center , 365 Angle of twist , 55 , 56

... Maxwell ) Allowable stress , 25 Aluminum ( see Material properties ) Analogy ,

torsion and bending , 159 , 161 ( See also Correspondence ) Angle section ,

shear center , 365 Angle of twist , 55 , 56

**linear**elastic , 323**linear**Kelvin , 327**linear**...### What people are saying - Write a review

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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 needed 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 steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tube twisting uniform virtual viscous yield zero