Introduction to Mechanics of Deformable Solids |
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Page 211
... initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which the response of the original material is purely elastic or almost so , from the states of stress on the outside , which ...
... initial yield points ( the initial yield curve ) separates the states of stress σa , σe on the inside , for which the response of the original material is purely elastic or almost so , from the states of stress on the outside , which ...
Page 410
... Initial deflection The eigenvalue type of problem , as illustrated by the determination of Ph , is a fascinating ... initial shape to be slightly curved rather than straight . For simplicity choose the initial deflection to be a half ...
... Initial deflection The eigenvalue type of problem , as illustrated by the determination of Ph , is a fascinating ... initial shape to be slightly curved rather than straight . For simplicity choose the initial deflection to be a half ...
Page 438
... Initial deflection or imperfection , 410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185-190 in thick - walled sphere ...
... Initial deflection or imperfection , 410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling , Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185-190 in thick - walled sphere ...
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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 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