Introduction to Mechanics of Deformable Solids |
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Page 76
... pressure po to Fig . 5.2 . A proper treatment of thick spherical shells must ... interior pres- sure is plotted against diametral expansion for a ductile ... pressure , is sufficient to predict the details of behavior in the thin shell ...
... pressure po to Fig . 5.2 . A proper treatment of thick spherical shells must ... interior pres- sure is plotted against diametral expansion for a ductile ... pressure , is sufficient to predict the details of behavior in the thin shell ...
Page 175
... pressure vessels into thick- walled vessels under interior and exterior pressure . Consider a symmetric thick - walled sphere of inner radius a and outer radius b under interior pressure pa and exterior pressure pь ( Fig . 9.1 ) ...
... pressure vessels into thick- walled vessels under interior and exterior pressure . Consider a symmetric thick - walled sphere of inner radius a and outer radius b under interior pressure pa and exterior pressure pь ( Fig . 9.1 ) ...
Page 178
... pressures pa1 . and the pressure required at ra to produce this fully plastic state is the plastic - limit pressure pa1 , PaL σο b = 2 ln ( 9.1 : 9 ) as shown by the curve labeled Exact in Fig . 9.3 . Very high interior pressures can be ...
... pressures pa1 . and the pressure required at ra to produce this fully plastic state is the plastic - limit pressure pa1 , PaL σο b = 2 ln ( 9.1 : 9 ) as shown by the curve labeled Exact in Fig . 9.3 . Very high interior pressures can be ...
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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