Introduction to Mechanics of Deformable Solids |
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Page 88
... Prob . 5.10 as assigned , but for a 3 - in . wall thickness . 5.12 The steel pipe of Prob . 5.10B is cooled down to 40 ° F , and the gage pres- sure is released . Find the change in diameter , change in length , and change in wall ...
... Prob . 5.10 as assigned , but for a 3 - in . wall thickness . 5.12 The steel pipe of Prob . 5.10B is cooled down to 40 ° F , and the gage pres- sure is released . Find the change in diameter , change in length , and change in wall ...
Page 234
... Prob . 4.9 on a thin - walled tube in torsion : A. Determine each of the three principal stresses σ12 03 . B. Find ... Prob . 11.3 as assigned , but for the information given in : A. Prob . 4.2 for a circular bar in tension B. Prob . 5.5 ...
... Prob . 4.9 on a thin - walled tube in torsion : A. Determine each of the three principal stresses σ12 03 . B. Find ... Prob . 11.3 as assigned , but for the information given in : A. Prob . 4.2 for a circular bar in tension B. Prob . 5.5 ...
Page 375
... Prob . 1.1 previously , evaluate the answer you gave then . 14.36 Parts of Prob . 14.35 as assigned , but for the added complication of out - of - plane loading ( Problem 1.2 ) . 14.37 A. Suppose the material of the frame of Prob . 1.1 ...
... Prob . 1.1 previously , evaluate the answer you gave then . 14.36 Parts of Prob . 14.35 as assigned , but for the added complication of out - of - plane loading ( Problem 1.2 ) . 14.37 A. Suppose the material of the frame of Prob . 1.1 ...
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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