Introduction to Mechanics of Deformable Solids |
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Page 5
... Statically Determinate Assemblages 90 6.3 Statically Determinate Problems 94 6.4 Statically Indeterminate Assemblages 96 6.5 Illustrative Example of a Statically Indeterminate Sys- tem 99 Linear - elastic 101 Elastic - perfectly plastic ...
... Statically Determinate Assemblages 90 6.3 Statically Determinate Problems 94 6.4 Statically Indeterminate Assemblages 96 6.5 Illustrative Example of a Statically Indeterminate Sys- tem 99 Linear - elastic 101 Elastic - perfectly plastic ...
Page 96
... Statically indeterminate assemblages . maintained constant at 0。 80 for the duration of the test . Assume the elastic properties to be independent of temperature and the viscous properties to apply at the test temperature . 6.9 What ...
... Statically indeterminate assemblages . maintained constant at 0。 80 for the duration of the test . Assume the elastic properties to be independent of temperature and the viscous properties to apply at the test temperature . 6.9 What ...
Page 334
... statically determinate . Reactions , shear forces , and bending moments are determined by considerations of equilibrium alone in a problem of statics . As shown by free - body sketches and moment diagrams of M versus x , the bending ...
... statically determinate . Reactions , shear forces , and bending moments are determined by considerations of equilibrium alone in a problem of statics . As shown by free - body sketches and moment diagrams of M versus x , the bending ...
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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