Introduction to Mechanics of Deformable Solids |
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Page 109
... effect of temperature change and support movement on the plastic - limit load ? B. Now replace bar 2 with a linear - viscous bar , and suppose that Fc is increased abruptly from zero to 20,000 lb and then held constant . 1. Find the ...
... effect of temperature change and support movement on the plastic - limit load ? B. Now replace bar 2 with a linear - viscous bar , and suppose that Fc is increased abruptly from zero to 20,000 lb and then held constant . 1. Find the ...
Page 146
... effect is equiva- lent to the combination of quite dissimilar materials at the same temperature . If the beam is inhomogeneous , but of uniform cross section along its length , it can be replaced by an assemblage of bars of different ...
... effect is equiva- lent to the combination of quite dissimilar materials at the same temperature . If the beam is inhomogeneous , but of uniform cross section along its length , it can be replaced by an assemblage of bars of different ...
Page 402
... EFFECT OF GEOMETRY CHANGE ON EQUILIBRIUM With few exceptions , we have neglected the influence of geometry change in ... effect of large dis- placements and of large strains in addition . The very flexible cantilever beam of Fig . 16.1 ...
... EFFECT OF GEOMETRY CHANGE ON EQUILIBRIUM With few exceptions , we have neglected the influence of geometry change in ... effect of large dis- placements and of large strains in addition . The very flexible cantilever beam of Fig . 16.1 ...
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Common terms and phrases
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