Introduction to Mechanics of Deformable Solids |
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Page 8
3 Tension R plus Twisting Moment T - Homogeneous As . semblage or Cylinder
of Nonlinear - viscous Material 297 Assemblage of two tubes of the same
nonlinear - viscous material , Pa = p = po = 0 298 Thick - walled nonlinear -
viscous ...
3 Tension R plus Twisting Moment T - Homogeneous As . semblage or Cylinder
of Nonlinear - viscous Material 297 Assemblage of two tubes of the same
nonlinear - viscous material , Pa = p = po = 0 298 Thick - walled nonlinear -
viscous ...
Page 197
3 : 35 ) Linear - viscous and linear - viscoelastic materials The solution for the
homogeneous isotropic linear - elastic thick - walled cylinder carries over directly
to our homogeneous isotropic linear - viscous idealization of material . There is
no ...
3 : 35 ) Linear - viscous and linear - viscoelastic materials The solution for the
homogeneous isotropic linear - elastic thick - walled cylinder carries over directly
to our homogeneous isotropic linear - viscous idealization of material . There is
no ...
Page 285
In a viscous material , it is the rate of dissipation of energy per unit volume , 04 D
= bijt ; = bij āri : ( 12 . 5 : 14 ) which ... For the generalization of power - term types
of materials , strain rate homogeneous in stress of degree n , D = ( n + 1 ) ( 12 .
In a viscous material , it is the rate of dissipation of energy per unit volume , 04 D
= bijt ; = bij āri : ( 12 . 5 : 14 ) which ... For the generalization of power - term types
of materials , strain rate homogeneous in stress of degree n , D = ( n + 1 ) ( 12 .
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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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |