Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 58
Page 76
... interior pres- sure is plotted against diametral expansion for a ductile time - independent material , the curve is ... interior , to the exterior , and therefore to all portions of the shell originally under interior pressure p ( Fig ...
... interior pres- sure is plotted against diametral expansion for a ductile time - independent material , the curve is ... interior , to the exterior , and therefore to all portions of the shell originally under interior pressure p ( Fig ...
Page 87
... interior pressure of 150 psi gage with a factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the change in diameter . Prob ...
... interior pressure of 150 psi gage with a factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the change in diameter . Prob ...
Page 175
... interior and exterior pressure . Consider a symmetric thick - walled sphere of inner radius a and outer radius b under interior pressure pa and exterior pressure p ( Fig . 9.1 ) . Geometrically the sphere is equivalent to a set of thin ...
... interior and exterior pressure . Consider a symmetric thick - walled sphere of inner radius a and outer radius b under interior pressure pa and exterior pressure p ( Fig . 9.1 ) . Geometrically the sphere is equivalent to a set of thin ...
Other editions - View all
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