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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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