Introduction to Mechanics of Deformable Solids |
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Page 224
... sketch is adequate , but the true three - dimensional situa- tion must always be kept in mind . Zero values are significant numbers , not ignorable ones . For example , in the thin - walled circular tube under interior pressure alone ...
... sketch is adequate , but the true three - dimensional situa- tion must always be kept in mind . Zero values are significant numbers , not ignorable ones . For example , in the thin - walled circular tube under interior pressure alone ...
Page 234
... sketch of the tube choose a point , and show the plane on which each ( 01,02,03,7max ) acts . D. Draw the three Mohr's circles , and label σ1 , 02 , 03 , Tmax . E. Find and sketch the components of stress on the planes which are per ...
... sketch of the tube choose a point , and show the plane on which each ( 01,02,03,7max ) acts . D. Draw the three Mohr's circles , and label σ1 , 02 , 03 , Tmax . E. Find and sketch the components of stress on the planes which are per ...
Page 258
... sketch of the tube . B. Find the normal strain en in the surface at + 30 ° and at -30 ° to the cir- cumferential direction . Indicate each clearly on a sketch . 11.18 A rectangular rosette gives the following strain readings : Ea = Ec ...
... sketch of the tube . B. Find the normal strain en in the surface at + 30 ° and at -30 ° to the cir- cumferential direction . Indicate each clearly on a sketch . 11.18 A rectangular rosette gives the following strain readings : Ea = Ec ...
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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