## Introduction to Mechanics of Deformable Solids |

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Page 104

the tangent

however , the elastic

stage in the unloading will alter the state of stress ( the forces P , and P2 ) , and

care ...

the tangent

**modulus**Etan instead of Young ' s**modulus**E . Upon unloading ,however , the elastic

**modulus**E again controls . A temperature change at anystage in the unloading will alter the state of stress ( the forces P , and P2 ) , and

care ...

Page 105

Elastic - tube - Maxwell - tube Suppose that tube 1 is linear - elastic , with

E , and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of ...

Elastic - tube - Maxwell - tube Suppose that tube 1 is linear - elastic , with

**modulus**E1 , and tube 2 is linear - viscoelastic of the Maxwell type , with**modulus**E , and viscous coefficient C2 . Let R be applied abruptly . The viscous response

of ...

Page 416

4 : 5 ) where the double

E , = , ( 16 . 4 : 6 ) ( VĒ + VĒ . ) is a reduced

curvature relation ( 16 . 4 : 5 ) holds at each cross section . Therefore the ...

4 : 5 ) where the double

**modulus**for the bar ( of rectangular cross section ) , 4EEE , = , ( 16 . 4 : 6 ) ( VĒ + VĒ . ) is a reduced

**modulus**; E , S E , S E . The moment -curvature relation ( 16 . 4 : 5 ) holds at each cross section . Therefore the ...

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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