Introduction to Mechanics of Deformable Solids |
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Page 8
... Consider the complete cross section A - A , and compute N , V ,, V2 , T , My , M 2 . Show these components on a ( three - dimensional ) sketch of the bar and its cross section . B. As in Prob . 1.1 , consider the four shaded areas of ...
... Consider the complete cross section A - A , and compute N , V ,, V2 , T , My , M 2 . Show these components on a ( three - dimensional ) sketch of the bar and its cross section . B. As in Prob . 1.1 , consider the four shaded areas of ...
Page 107
... consider the aluminum bar as linear - elastic but the steel bar to be replaced by a linear - viscoelastic bar of the simple Maxwell type , with E = 30,000,000 psi , C 20,000 psi per 0.002 percent strain in 10,000 hr at 80 ° F , a 7 X 10 ...
... consider the aluminum bar as linear - elastic but the steel bar to be replaced by a linear - viscoelastic bar of the simple Maxwell type , with E = 30,000,000 psi , C 20,000 psi per 0.002 percent strain in 10,000 hr at 80 ° F , a 7 X 10 ...
Page 162
... Consider a large number of concentric thin - walled circular cylinders nesting one inside the other with no space between them ( Fig . 8.4 ) . How does this assemblage differ from a hollow bar ( thick - walled cylinder ) under twist ...
... Consider a large number of concentric thin - walled circular cylinders nesting one inside the other with no space between them ( Fig . 8.4 ) . How does this assemblage differ from a hollow bar ( thick - walled cylinder ) under twist ...
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Common terms and phrases
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