Introduction to Mechanics of Deformable Solids |
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Page 25
... deformation . Most structural design involves far greater uncertainty in load and in behavior under load . The factor of safety to be employed as well as the working load is under continual reexamination for the important classes of ...
... deformation . Most structural design involves far greater uncertainty in load and in behavior under load . The factor of safety to be employed as well as the working load is under continual reexamination for the important classes of ...
Page 44
... Deformation and frac- ture will be more or will be less time - sensitive depending upon the operating conditions . When time effects are pronounced so that a time - dependent idealization is needed , failure normally will mean excessive ...
... Deformation and frac- ture will be more or will be less time - sensitive depending upon the operating conditions . When time effects are pronounced so that a time - dependent idealization is needed , failure normally will mean excessive ...
Page 98
... deformation . If the supports move apart a distance △ , the zero on the right - hand side is replaced by A. If the supports move together a distance △ , the zero is replaced by -A . Expressing the elongations & in terms of the forces ...
... deformation . If the supports move apart a distance △ , the zero on the right - hand side is replaced by A. If the supports move together a distance △ , the zero is replaced by -A . Expressing the elongations & in terms of the forces ...
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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