Introduction to Mechanics of Deformable Solids |
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Page 162
... WALLED TUBES AS ASSEMBLAGES OF THIN - WALLED TUBES The extension of the previous results to any number of concentric thin - walled tubes is straightforward . Again , the situation is analogous to the extension from the five - bar to the ...
... WALLED TUBES AS ASSEMBLAGES OF THIN - WALLED TUBES The extension of the previous results to any number of concentric thin - walled tubes is straightforward . Again , the situation is analogous to the extension from the five - bar to the ...
Page 175
Daniel Charles Drucker. chapter 9 Thick - walled pressure vessels 9.1 / THICK - WALLED SPHERE The assembling of ... thin - walled tubes in torsion to form a circular shaft was even more direct . Next in logical sequence to the topics ...
Daniel Charles Drucker. chapter 9 Thick - walled pressure vessels 9.1 / THICK - WALLED SPHERE The assembling of ... thin - walled tubes in torsion to form a circular shaft was even more direct . Next in logical sequence to the topics ...
Page 186
... thin shells Many choices seem possible for the simula- tion of the thick - walled homogeneous sphere of isotropic elastic - perfectly plastic material . Try one which could be constructed with properly chosen metals and which might seem ...
... thin shells Many choices seem possible for the simula- tion of the thick - walled homogeneous sphere of isotropic elastic - perfectly plastic material . Try one which could be constructed with properly chosen metals and which might seem ...
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ