Introduction to Mechanics of Deformable Solids |
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Page 8
... viscous J2 power - term type 295 Elastic - perfectly plastic ( J2 or Mises criterion of yielding ) 296 Elastic ... viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled ...
... viscous J2 power - term type 295 Elastic - perfectly plastic ( J2 or Mises criterion of yielding ) 296 Elastic ... viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled ...
Page 35
... viscosity , i.e. , the higher the value of C , the slower the application of load can be to satisfy this definition . A linear - viscous material exhibits no recovery . An abrupt release of load to zero value causes all further ...
... viscosity , i.e. , the higher the value of C , the slower the application of load can be to satisfy this definition . A linear - viscous material exhibits no recovery . An abrupt release of load to zero value causes all further ...
Page 129
... viscous response Now let us turn our attention to an assemblage of linear - viscous bars and observe that the elastic results transpose easily . Rela- tion ( 7.3 : 8 ) becomes On " Cn den " / dt ση = ( 7.3 : 19 ) so that the elastic ...
... viscous response Now let us turn our attention to an assemblage of linear - viscous bars and observe that the elastic results transpose easily . Rela- tion ( 7.3 : 8 ) becomes On " Cn den " / dt ση = ( 7.3 : 19 ) so that the elastic ...
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aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ