Introduction to Mechanics of Deformable Solids |
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Page 418
... rectangular block of stress oabh . The centroid of the triangle is at 2h / 3 from the apex or h / 6 from the ... rectangular cross section ] is not as sig- nificant as it appears . If , for example , E 25E , and the cross section is ...
... rectangular block of stress oabh . The centroid of the triangle is at 2h / 3 from the apex or h / 6 from the ... rectangular cross section ] is not as sig- nificant as it appears . If , for example , E 25E , and the cross section is ...
Page 441
... Rectangular beam model , 125 Rectangular or 45 ° rosette , 257 Rectangular shaft , 172 Reduced modulus load , 416 Relaxation , 30 ( See also under Four - element model ; Kelvin or Voigt model ; Maxwell ) Relaxation curves , in shear ...
... Rectangular beam model , 125 Rectangular or 45 ° rosette , 257 Rectangular shaft , 172 Reduced modulus load , 416 Relaxation , 30 ( See also under Four - element model ; Kelvin or Voigt model ; Maxwell ) Relaxation curves , in shear ...
Page 441
... Rectangular beam model , 125 Rectangular or 45 ° rosette , 257 Rectangular shaft , 172 Reduced modulus load , 416 Relaxation , 30 ( See also under Four - element model ; Kelvin or Voigt model ; Maxwell ) Relaxation curves , in shear ...
... Rectangular beam model , 125 Rectangular or 45 ° rosette , 257 Rectangular shaft , 172 Reduced modulus load , 416 Relaxation , 30 ( See also under Four - element model ; Kelvin or Voigt model ; Maxwell ) Relaxation curves , in shear ...
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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