Introduction to Mechanics of Deformable Solids |
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Page 97
... example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were of steel , the entire force FD would be carried by bar 9 in compression . ( Buckling might be a problem , but we are not concerned with this important problem here ...
... example , if , in Fig . 6.3d , bar 8 were a rubber band and bar 9 were of steel , the entire force FD would be carried by bar 9 in compression . ( Buckling might be a problem , but we are not concerned with this important problem here ...
Page 99
... EXAMPLE OF A STATICALLY INDETERMINATE SYSTEM Two long , thin - walled concentric tubes fastened between rigid end plates which are pulled apart with a force R ( Fig . 6.4 ) provide an interesting example of a statically indeterminate ...
... EXAMPLE OF A STATICALLY INDETERMINATE SYSTEM Two long , thin - walled concentric tubes fastened between rigid end plates which are pulled apart with a force R ( Fig . 6.4 ) provide an interesting example of a statically indeterminate ...
Page 322
... example from an inexhaustible list . Figure 14.2 is illustrative of a bar in torsion ; Figs . 14.3 to 14.16 are but a few examples of that most important class of bodies , beams in bending under transverse force . All are examples of ...
... example from an inexhaustible list . Figure 14.2 is illustrative of a bar in torsion ; Figs . 14.3 to 14.16 are but a few examples of that most important class of bodies , beams in bending under transverse force . All are examples of ...
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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