Introduction to Mechanics of Deformable Solids |
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Page 162
... walled tube in torsion . position comes with substitution of T for M , 7 for σ , and all the other simple replacements of Sec . 4.3 . 8.2 SOLID BARS AND THICK - WALLED TUBES AS ASSEMBLAGES OF THIN - WALLED TUBES The extension of the ...
... walled tube in torsion . position comes with substitution of T for M , 7 for σ , and all the other simple replacements of Sec . 4.3 . 8.2 SOLID BARS AND THICK - WALLED TUBES AS ASSEMBLAGES OF THIN - WALLED TUBES The extension of 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
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