Introduction to Mechanics of Deformable Solids |
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Page 24
... load , the largest load expected in normal operation . Even in the simplest examples , the establishment of the working load is not a trivial matter . Consider a clear - cut case such as a 10 - ton shop crane for general use which is to ...
... load , the largest load expected in normal operation . Even in the simplest examples , the establishment of the working load is not a trivial matter . Consider a clear - cut case such as a 10 - ton shop crane for general use which is to ...
Page 25
... 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 structures and machines . The value of the structure and the possible danger ...
... 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 structures and machines . The value of the structure and the possible danger ...
Page 103
... load R to some fraction of the load for first yield , RY , say Re RY 1.7 = Continuation of the loading beyond RY causes continued stretching of the tubes . The idealized tube which is yielding is doing so at constant stress σ02 and ...
... load R to some fraction of the load for first yield , RY , say Re RY 1.7 = Continuation of the loading beyond RY causes continued stretching of the tubes . The idealized tube which is yielding is doing so at constant stress σ02 and ...
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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 M₂ 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 statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ temperature tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ