Introduction to Mechanics of Deformable Solids |
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Page 194
... axial force of F- ( P1 + P2 ) is required to prevent relative axial motion w of the end plates of Fig . 9.11 . If the constraint w = 0 is dropped and an additional external axial force R is applied to the assemblage , the problem can be ...
... axial force of F- ( P1 + P2 ) is required to prevent relative axial motion w of the end plates of Fig . 9.11 . If the constraint w = 0 is dropped and an additional external axial force R is applied to the assemblage , the problem can be ...
Page 208
... axial symmetry and thinness of wall ( Fig . 10.5 ) . The corresponding components of strain . . . , and y also are reasonably homogeneous . How- ever , only for linear materials is each the sum of the separate effects of R , T , and p ...
... axial symmetry and thinness of wall ( Fig . 10.5 ) . The corresponding components of strain . . . , and y also are reasonably homogeneous . How- ever , only for linear materials is each the sum of the separate effects of R , T , and p ...
Page 210
... axial tension and Fig . 4.10 for shear . = N / 2πrt , σc = 0 , T = The state of stress in pure axial tension σɑ 0 is repre- sented by a point ( called the stress point ) on the σa axis of Fig . 10.6 or 10.7a . As N = R increases from ...
... axial tension and Fig . 4.10 for shear . = N / 2πrt , σc = 0 , T = The state of stress in pure axial tension σɑ 0 is repre- sented by a point ( called the stress point ) on the σa axis of Fig . 10.6 or 10.7a . As N = R increases from ...
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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