## Introduction to Mechanics of Deformable Solids |

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Page 77

Linear - elastic response accompanying the biaxial stress o in the shell can be

found by adding the

in any given direction . The circumferential elastic Fig . 5 . 5 Thin - walled circular

...

Linear - elastic response accompanying the biaxial stress o in the shell can be

found by adding the

**effect**of the stresses at right angles to the**effect**of the stressin any given direction . The circumferential elastic Fig . 5 . 5 Thin - walled circular

...

Page 109

What is the

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 .

What is 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 .

Page 146

As the same material at different temperatures has quite different properties , the

net

same temperature . If the beam is inhomogeneous , but of uniform cross section ...

As the same material at different temperatures has quite different properties , the

net

**effect**is equivalent to the combination of quite dissimilar materials at thesame temperature . If the beam is inhomogeneous , but of uniform cross section ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 relation replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero