## 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 tube ...

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

**modulus**Eį , 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 tube ...

Page 416

4 : 5 ) where the double

E E , = ( 16 . 4 : 6 ) ( VĒ + VĒ . ) 2 is a reduced

moment - 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 ) , 4E ,E E , = ( 16 . 4 : 6 ) ( VĒ + VĒ . ) 2 is a reduced

**modulus**; E , < E , < E . Themoment - curvature relation ( 16 . 4 : 5 ) holds at each cross section . Therefore

the ...

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acts actual addition angle answer applied assemblage 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 example Figure Find force given gives homogeneous idealization increase independent initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer 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 steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero