Introduction to Mechanics of Deformable Solids |
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Page 19
... solved with an unspecified value of σo and the appropriate value inserted after the solution is obtained . Of course , this kind of consideration does not really arise in the problem of the bar in simple tension but will come up later ...
... solved with an unspecified value of σo and the appropriate value inserted after the solution is obtained . Of course , this kind of consideration does not really arise in the problem of the bar in simple tension but will come up later ...
Page 194
... solved for linear - elastic response either by adding the known effect of the axial force alone ( R / A or as in Sec ... solving the exact linear - elastic problem for the central region L of an isotropic homogeneous thick - walled tube ...
... solved for linear - elastic response either by adding the known effect of the axial force alone ( R / A or as in Sec ... solving the exact linear - elastic problem for the central region L of an isotropic homogeneous thick - walled tube ...
Page 378
... solved conveniently and general theorems of mechanics of solids to be formulated and proved . Our purpose in this section , however , is to clarify meaning rather than to display advantages of technique . The simple problems to be ...
... solved conveniently and general theorems of mechanics of solids to be formulated and proved . Our purpose in this section , however , is to clarify meaning rather than to display advantages of technique . The simple problems to be ...
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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