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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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