Introduction to Mechanics of Deformable Solids |
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Page 20
... compression will tend to buckle , i.e. , to bend rather than simply to compress . If the bar is made very short to avoid buckling , end effects which are similar to those sketched in Fig . 2.9b for tension will affect the entire length ...
... compression will tend to buckle , i.e. , to bend rather than simply to compress . If the bar is made very short to avoid buckling , end effects which are similar to those sketched in Fig . 2.9b for tension will affect the entire length ...
Page 22
... compression . Quite independently of this point , Figs . 2.8 and 2.10 represent idealizations of material behavior in compression if σ and are interpreted as compressive stress and strain , respectively . Outside the linear - elastic ...
... compression . Quite independently of this point , Figs . 2.8 and 2.10 represent idealizations of material behavior in compression if σ and are interpreted as compressive stress and strain , respectively . Outside the linear - elastic ...
Page 77
... compression po = σ in the radial direction . This uniaxial compression σ is equivalent to ( produces the same creep rates as ) the original biaxial tension σ in the shell . Remember that because the shell is thin p << po = σ . No ...
... compression po = σ in the radial direction . This uniaxial compression σ is equivalent to ( produces the same creep rates as ) the original biaxial tension σ in the shell . Remember that because the shell is thin p << po = σ . No ...
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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 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 tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ