## Introduction to Mechanics of Deformable Solids |

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Page 4

6.6 Statically indeterminate Problems 106 chapter 7 Beams in pure bending 111

7.1 Pure Bending of Plane Assemblages of Bars in Tension and Compression

111

...

6.6 Statically indeterminate Problems 106 chapter 7 Beams in pure bending 111

7.1 Pure Bending of Plane Assemblages of Bars in Tension and Compression

111

**Linear**- elastic behavior 114 Elastic - perfectly plastic idealization 115**Linear**...

Page 197

( 9.3 : 35 ) 62

the homogeneous isotropic

directly to our homogeneous isotropic

( 9.3 : 35 ) 62

**Linear**- viscous and**linear**- viscoelastic materials The solution forthe homogeneous isotropic

**linear**- elastic thick - walled cylinder carries overdirectly to our homogeneous isotropic

**linear**- viscous idealization of material .Page 436

Curvature of beam,

nonlinear viscous, 328 plastic, 149, 150 Cylinder [see Thick-walled tube (cylinder

) ; Thin-walled tube] Dashpot, 35, 36 Deflection of beam, 332 amplification by

axial ...

Curvature of beam,

**linear**Kelvin, 327**linear**Maxwell, 326**linear**viscous, 148nonlinear viscous, 328 plastic, 149, 150 Cylinder [see Thick-walled tube (cylinder

) ; Thin-walled tube] Dashpot, 35, 36 Deflection of beam, 332 amplification by

axial ...

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### Common terms and phrases

acts actual addition angle answer applied assemblage axes axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell MICHIGAN modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced radius range ratio replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading viscous yield zero