Introduction to Mechanics of Deformable Solids |
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Page 6
... response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response Nonlinear - viscous response 131 130 7.4 Doubly Symmetric Assemblage Problems 132 7.5 Pure Bending of Assemblages with ...
... response 127 Linear - viscous response 129 Linear - viscoelastic response 149 Elastic - perfectly plastic response Nonlinear - viscous response 131 130 7.4 Doubly Symmetric Assemblage Problems 132 7.5 Pure Bending of Assemblages with ...
Page 129
... response . If E varies from bar to bar , the variation must be considered and ( 7.3 : 18 ) takes over as the appropriate form , with M. replacing M. Linear - viscous response Now let us turn our ... response Linear-viscoelastic response 149.
... response . If E varies from bar to bar , the variation must be considered and ( 7.3 : 18 ) takes over as the appropriate form , with M. replacing M. Linear - viscous response Now let us turn our ... response Linear-viscoelastic response 149.
Page 130
... response of the system to it alone . If the two loadings are applied simultaneously or with any time lag between them , the response of the system is simply the sum of the two responses calculated or observed separately . The addition ...
... response of the system to it alone . If the two loadings are applied simultaneously or with any time lag between them , the response of the system is simply the sum of the two responses calculated or observed separately . The addition ...
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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