## Introduction to Mechanics of Deformable Solids |

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Page 42

strain is the sum of the strain of the

Kelvin , E = em tek while the stress imposed upon each is the applied stress o =

om = OK These same conditions on strain and on stress apply at all times and for

all ...

strain is the sum of the strain of the

**Maxwell**component plus the strain of theKelvin , E = em tek while the stress imposed upon each is the applied stress o =

om = OK These same conditions on strain and on stress apply at all times and for

all ...

Page 119

9 Relaxation of linear

linearly with time from its elastic value ge = ML / EMI . This rotational creep for a

beamlike assemblage is the analog of the axial creep in a

tension ...

9 Relaxation of linear

**Maxwell**assemblage . O const M = Moe - ( EMICM ) 0linearly with time from its elastic value ge = ML / EMI . This rotational creep for a

beamlike assemblage is the analog of the axial creep in a

**Maxwell**bar undertension ...

Page 441

... 412 Reactions , 334 Reciprocal relation of

of Betti , 396 Recovery , 32 , 34 , 40 ( See also under Four - element model ;

Kelvin or Voigt model ;

45° ...

... 412 Reactions , 334 Reciprocal relation of

**Maxwell**, 396 Reciprocal theoremof Betti , 396 Recovery , 32 , 34 , 40 ( See also under Four - element model ;

Kelvin or Voigt model ;

**Maxwell**) Rectangular beam model , 125 Rectangular or45° ...

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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