Introduction to Mechanics of Deformable Solids |
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Page 208
... produced by increasing combined axial force R and interior pressure p in con- stant ratio ; T = 0 in Fig . 10.5 . Two special cases have been discussed directly in previous sections . They are increasing axial force R = N alone ( σ = 0 ...
... produced by increasing combined axial force R and interior pressure p in con- stant ratio ; T = 0 in Fig . 10.5 . Two special cases have been discussed directly in previous sections . They are increasing axial force R = N alone ( σ = 0 ...
Page 210
... produced by interior pressure alone σ = pr / 2t , σ = pr / t , r = 0 is represented T by a stress point on the radial line OB of Fig . 10.6 . As p increases from zero , the stress point moves out along this line , with stress ratio ...
... produced by interior pressure alone σ = pr / 2t , σ = pr / t , r = 0 is represented T by a stress point on the radial line OB of Fig . 10.6 . As p increases from zero , the stress point moves out along this line , with stress ratio ...
Page 267
... produced by the mean normal stress σkk / 3 ; distortion ei ; is produced by the stress deviation sij . Each is independent of the other . The stress - strain relations , e ; in terms of σij , and vice versa , are found by addition of ...
... produced by the mean normal stress σkk / 3 ; distortion ei ; is produced by the stress deviation sij . Each is independent of the other . The stress - strain relations , e ; in terms of σij , and vice versa , are found by addition of ...
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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