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 . 2.96 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 . 2.96 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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Common terms and phrases
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