Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 66
Page 87
... answer to B. Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in Prob . 5.2 ? Take necking or local thinning into account . assumptions you make . Show ...
... answer to B. Compute the change in wall thickness . C. Compute the change in interior volume . 5.4 What is the factor of safety against rupture in Prob . 5.2 ? Take necking or local thinning into account . assumptions you make . Show ...
Page 88
... answer to ( A ) and your answer to ( B ) within a factor of 3 ? Explain . 5.14 Like Prob . 5.13 , but for a load of 8600 lb. 5.15 A. Design a spherical pressure vessel of steel similar to 1020 HR to hold 400 ft of gas at a working ...
... answer to ( A ) and your answer to ( B ) within a factor of 3 ? Explain . 5.14 Like Prob . 5.13 , but for a load of 8600 lb. 5.15 A. Design a spherical pressure vessel of steel similar to 1020 HR to hold 400 ft of gas at a working ...
Page 354
... answer to part C were t1 hr , what time would be required at 4500 rpm for a 3 - in . increase in length ? Do not find t1 ; simply express your answer in terms of t1 . B. If the answer to part A of Prob . 14.5 shows the maximum tensile ...
... answer to part C were t1 hr , what time would be required at 4500 rpm for a 3 - in . increase in length ? Do not find t1 ; simply express your answer in terms of t1 . B. If the answer to part A of Prob . 14.5 shows the maximum tensile ...
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