Introduction to Mechanics of Deformable Solids |
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Page 15
... structural steel ( hot - rolled ) . zontal lower yield lines are simply the conglomeration of these unstable jumps and often appear wavy when recorded during a test . Despite these peculiarities , it is permissible and the assumption ...
... structural steel ( hot - rolled ) . zontal lower yield lines are simply the conglomeration of these unstable jumps and often appear wavy when recorded during a test . Despite these peculiarities , it is permissible and the assumption ...
Page 19
... structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For this reason , when the perfectly plastic idealization is applied to structural steel , it is ...
... structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For this reason , when the perfectly plastic idealization is applied to structural steel , it is ...
Page 71
... structural metals and plastics . How- ever , 15 psi is not a negligible fraction of tire pressure or the pressure exerted by footings against the earth or the earth against retaining walls and similar structures . Just a few pounds per ...
... structural metals and plastics . How- ever , 15 psi is not a negligible fraction of tire pressure or the pressure exerted by footings against the earth or the earth against retaining walls and similar structures . Just a few pounds per ...
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angle applied assemblage axes axial force beam behavior buckling cantilever centroid circular circumferential column compatibility components of stress compression constant creep cross section cylinder deflection diameter direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load M₂ material maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem radial radius ratio rotation shaft shear center 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 temperature tensile stress thick-walled time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ