Introduction to Mechanics of Deformable Solids |
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Page 104
Elastic - tube - viscous - tube Suppose that tube 1 is linear - elastic , with modulus
E , and tube 2 is linear - viscous , with coefficient C , and both are unstressed to
start . Let R be applied abruptly . Viscous tube 2 has no time to stretch , and tube
...
Elastic - tube - viscous - tube Suppose that tube 1 is linear - elastic , with modulus
E , and tube 2 is linear - viscous , with coefficient C , and both are unstressed to
start . Let R be applied abruptly . Viscous tube 2 has no time to stretch , and tube
...
Page 105
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 ...
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 159
Correspondingly , it is no longer necessary to worry about the axial forces in each
tube , as they , too , will be zero for zero applied axial force . The analogy
between the two tubes in torsion and the two tubes in tension clearly is very close
.
Correspondingly , it is no longer necessary to worry about the axial forces in each
tube , as they , too , will be zero for zero applied axial force . The analogy
between the two tubes in torsion and the two tubes in tension clearly is very close
.
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Common terms and phrases
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |