Introduction to Mechanics of Deformable Solids |
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Page 79
... circumferential stress σ in terms of the uniform interior pressure p , the radius r , and the wall thickness tw . The symbol r represents equally well the inside radius ri , or the mean radius rm , or the outside radius of the shell ...
... circumferential stress σ in terms of the uniform interior pressure p , the radius r , and the wall thickness tw . The symbol r represents equally well the inside radius ri , or the mean radius rm , or the outside radius of the shell ...
Page 80
... circumferential strain will increase or decrease with time in the expected manner , given the time variation of the circumferential stress . Suppose now that no experimental information were available on homo- geneous , thin cylindrical ...
... circumferential strain will increase or decrease with time in the expected manner , given the time variation of the circumferential stress . Suppose now that no experimental information were available on homo- geneous , thin cylindrical ...
Page 179
... Circumferential stress σ at the limit pressure pa1 ( pb PaL = 2.20σo PaL = 0.81σo ; ( b ) pa = 0 ) . ( a ) = 2.2000 . Η ΔΟ στ σε στ + Δο -Ar σε σθ T น ( a ) ( b ) Fig . 9.5 Stress components or , of . Displacement u . ( ၁ ) metric that ...
... Circumferential stress σ at the limit pressure pa1 ( pb PaL = 2.20σo PaL = 0.81σo ; ( b ) pa = 0 ) . ( a ) = 2.2000 . Η ΔΟ στ σε στ + Δο -Ar σε σθ T น ( a ) ( b ) Fig . 9.5 Stress components or , of . Displacement u . ( ၁ ) metric that ...
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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