Introduction to Mechanics of Deformable Solids |
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Page 87
... Prob . 5.2 : A. Compute the change in diameter . Prob . 5.2 first ? Do you need to know the answer to B. Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in ...
... Prob . 5.2 : A. Compute the change in diameter . Prob . 5.2 first ? Do you need to know the answer to B. Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in ...
Page 289
... Prob . 12.1A . B. For the elastic - plastic material of Prob . 12.1B . C. For the nonlinear - viscous material of Prob . 12.1C . 12.6 Parts of Prob . 12.5 as assigned , but for path ( i ) ' of Prob . 12.2 . 12.7 A. List all the paths in ...
... Prob . 12.1A . B. For the elastic - plastic material of Prob . 12.1B . C. For the nonlinear - viscous material of Prob . 12.1C . 12.6 Parts of Prob . 12.5 as assigned , but for path ( i ) ' of Prob . 12.2 . 12.7 A. List all the paths in ...
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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aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ