Introduction to Mechanics of Deformable Solids |
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Page 51
... circular tube of homogeneous and isotropic material . T tw Fig . 4.4 Typical cross section . The wall thickness tu is exag- gerated to make the details clearer . The mean radius r differs little from the outer or the inner radius . 4.2 ...
... circular tube of homogeneous and isotropic material . T tw Fig . 4.4 Typical cross section . The wall thickness tu is exag- gerated to make the details clearer . The mean radius r differs little from the outer or the inner radius . 4.2 ...
Page 163
... circular bar if the change in length of each individual tube were the same and the change in diameter were proportional to the diameter . Another way of stating this condition is that the longitudinal , or axial , strain and the trans ...
... circular bar if the change in length of each individual tube were the same and the change in diameter were proportional to the diameter . Another way of stating this condition is that the longitudinal , or axial , strain and the trans ...
Page 170
... circular tubes provide no guide to the solution , because only a circular solid or hollow shaft can result from their combination . It is easy to see that no reliance can be placed on the main results of the circular - shaft analysis ...
... circular tubes provide no guide to the solution , because only a circular solid or hollow shaft can result from their combination . It is easy to see that no reliance can be placed on the main results of the circular - shaft analysis ...
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Common terms and phrases
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