Introduction to Mechanics of Deformable Solids |
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Results 1-3 of 59
Page 25
... ratio of yield or tensile ( ultimate ) strength to σan that the term load factor is sometimes used for the more realistic ratio of failure load to working load . Because load factor has been given other meanings in structural analysis ...
... ratio of yield or tensile ( ultimate ) strength to σan that the term load factor is sometimes used for the more realistic ratio of failure load to working load . Because load factor has been given other meanings in structural analysis ...
Page 119
... ratio of 2 : 1 for the elastic stresses in bars 3 and 2 would , if maintained constant , produce a ratio of 2 " in strain rate , because de 1 = σ σ di - Ex di + ( - ) " = ( - ) " dt n when σ is constant . Except for n = 1 , which is the ...
... ratio of 2 : 1 for the elastic stresses in bars 3 and 2 would , if maintained constant , produce a ratio of 2 " in strain rate , because de 1 = σ σ di - Ex di + ( - ) " = ( - ) " dt n when σ is constant . Except for n = 1 , which is the ...
Page 305
... ratio τι / σαι T2 / 0a2 = a b is the same . However , the individual ratios 71 / σa1 and 72 / 0a2 are each changed by a factor 2 ( 1 + v ) / 3 which differs from unity unless the material is incom- pressible in the elastic range , v = 1 ...
... ratio τι / σαι T2 / 0a2 = a b is the same . However , the individual ratios 71 / σa1 and 72 / 0a2 are each changed by a factor 2 ( 1 + v ) / 3 which differs from unity unless the material is incom- pressible in the elastic range , v = 1 ...
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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