Introduction to Mechanics of Deformable Solids |
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Page 7
... strains . Stress and strain as tensors 218 chapter 12 ( Isotropic ) stress - strain relations in three dimensions 264 Linear - viscous and linear - viscoelastic materials 197 Nonlinear materials 9.4 Problems 197 197 10.1 Superposition ...
... strains . Stress and strain as tensors 218 chapter 12 ( Isotropic ) stress - strain relations in three dimensions 264 Linear - viscous and linear - viscoelastic materials 197 Nonlinear materials 9.4 Problems 197 197 10.1 Superposition ...
Page 259
... strain readings : = € 0 100 X 10-6 € 60 Sketch the rosette , and : = -400 × 10-6 € 120 = +800 × 10-6 A. Estimate the maximum shear strain in the surface . B ... STRAIN AS TENSORS / 259 Principal Strains in Three Dimensions Strain as Tensor.
... strain readings : = € 0 100 X 10-6 € 60 Sketch the rosette , and : = -400 × 10-6 € 120 = +800 × 10-6 A. Estimate the maximum shear strain in the surface . B ... STRAIN AS TENSORS / 259 Principal Strains in Three Dimensions Strain as Tensor.
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.
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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