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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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero