Introduction to Mechanics of Deformable Solids |
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Page 262
... and principal strains , valid for time rates . There is a distinction between strain rate in the material 262 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Problems of Strain in Three Dimensions Strain Rate, or Velocity Strain.
... and principal strains , valid for time rates . There is a distinction between strain rate in the material 262 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Problems of Strain in Three Dimensions Strain Rate, or Velocity Strain.
Page 268
... strain relations . Just place a dot over the strain components , replace E by C , G by C. , and Poisson's ratio by or a smaller value if compressibility is to be taken into account , as in a ... strain - rate expressions Linear-viscoelastic.
... strain relations . Just place a dot over the strain components , replace E by C , G by C. , and Poisson's ratio by or a smaller value if compressibility is to be taken into account , as in a ... strain - rate expressions Linear-viscoelastic.
Page 269
... strain in an elastic material is governed by change in stress , rate of change of strain by rate of change of stress . In a linear - elastic material , therefore , the relation between rate of change of stress and rate of change of ...
... strain in an elastic material is governed by change in stress , rate of change of strain by rate of change of stress . In a linear - elastic material , therefore , the relation between rate of change of stress and rate of change of ...
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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