Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 44
Page 74
Also , the tensile force s per unit length of circumference for the full thickness of
shell ts cannot vary around the circumference . The proof of these statements
follows the same reasoning as in Sec . 4 . 2 on torsion and will not be repeated
here .
Also , the tensile force s per unit length of circumference for the full thickness of
shell ts cannot vary around the circumference . The proof of these statements
follows the same reasoning as in Sec . 4 . 2 on torsion and will not be repeated
here .
Page 79
Equating summation of forces to zero gives the axial stress on and the
circumferential stress oc in terms of the uniform interior pressure p , the radius r ,
and the wall thickness tw . The symbol p represents equally well the inside radius
ri , or the ...
Equating summation of forces to zero gives the axial stress on and the
circumferential stress oc in terms of the uniform interior pressure p , the radius r ,
and the wall thickness tw . The symbol p represents equally well the inside radius
ri , or the ...
Page 87
2 Find the minimum thickness for a thin - walled sphere of 30 ft diameter to carry
an 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 - 14 5 . 3 At the
...
2 Find the minimum thickness for a thin - walled sphere of 30 ft diameter to carry
an 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 - 14 5 . 3 At the
...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
Common terms and phrases
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
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |