Introduction to Mechanics of Deformable Solids |
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Page 8
... Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled nonlinear - viscous cylinder , pa = Pb = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) ...
... Nonlinear - viscous Material 297 Assemblage of two tubes of the same nonlinear - viscous material , Pa = p = Pb 0 298 = Thick - walled nonlinear - viscous cylinder , pa = Pb = 0 300 13.4 Elastic - Perfectly Plastic ( Homogeneous ) ...
Page 18
... Nonlinear - elastic Rubberlike materials may exhibit predominantly elastic behavior and yet be nonlinear . In simple tension the longitudinal strain is determined by the stress , ← = ( a ) ; the unloading and reloading curve coincides ...
... Nonlinear - elastic Rubberlike materials may exhibit predominantly elastic behavior and yet be nonlinear . In simple tension the longitudinal strain is determined by the stress , ← = ( a ) ; the unloading and reloading curve coincides ...
Page 271
... nonlinear - elastic relations ( 12.3 : 1-4 ) converts them to isotropic nonlinear - viscous relations ( superscript v is added for clarity ) . In particular , if incompressibility is assumed and J2 alone of the three independent ...
... nonlinear - elastic relations ( 12.3 : 1-4 ) converts them to isotropic nonlinear - viscous relations ( superscript v is added for clarity ) . In particular , if incompressibility is assumed and J2 alone of the three independent ...
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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