Introduction to Mechanics of Deformable Solids |
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Page 7
... strains . Stress and strain as tensors 218 Linear - viscous and linear - viscoelastic materials Nonlinear materials 197 9.4 Problems 197 10.1 Superposition of Solutions 199 10.2 Problems 205 197 10.3 The Thin - walled Circular Tube as a ...
... strains . Stress and strain as tensors 218 Linear - viscous and linear - viscoelastic materials Nonlinear materials 197 9.4 Problems 197 10.1 Superposition of Solutions 199 10.2 Problems 205 197 10.3 The Thin - walled Circular Tube as a ...
Page 248
... strains and rotations . Although a proper definition of strain can be given which holds for large strains and rotations , it is not helpful at this early stage of the study of deform- able bodies . Our considerations here will be ...
... strains and rotations . Although a proper definition of strain can be given which holds for large strains and rotations , it is not helpful at this early stage of the study of deform- able bodies . Our considerations here will be ...
Page 259
... strain readings : 100 X 10-6 = € 60 -400 X 10-6 € 120 = +800 × 10-6 Sketch the rosette , and : A. Estimate the maximum shear strain in the surface . B ... STRAIN AS TENSORS / 259 Principal Strains in Three Dimensions Strain as Tensor.
... strain readings : 100 X 10-6 = € 60 -400 X 10-6 € 120 = +800 × 10-6 Sketch the rosette , and : A. Estimate the maximum shear strain in the surface . B ... STRAIN AS TENSORS / 259 Principal Strains in Three Dimensions Strain as Tensor.
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applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry t₁ T₂ temperature tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ