Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 65
Page 55
Therefore , at each stage in the twisting deformation the circle remains a circle
with the central angle between any two points unchanged . Axial symmetry does
not rule out a change in radius or an axial displacement , nor does it restrict the ...
Therefore , at each stage in the twisting deformation the circle remains a circle
with the central angle between any two points unchanged . Axial symmetry does
not rule out a change in radius or an axial displacement , nor does it restrict the ...
Page 225
2 : 4 ) Note that , in the two - dimensional sketches , the angle 8 between the
inclined plane and the plane on which a acts is measured positive in the
counterclockwise sense . Note especially that ins is taken as positive when it runs
in a ...
2 : 4 ) Note that , in the two - dimensional sketches , the angle 8 between the
inclined plane and the plane on which a acts is measured positive in the
counterclockwise sense . Note especially that ins is taken as positive when it runs
in a ...
Page 228
This plane makes an angle of 30° counterclockwise with the plane on which the
10 , 000 - psi stress acts . Therefore the corresponding point on the circle is on
the radial line from the center which makes an angle of twice 30° , or 60° ...
This plane makes an angle of 30° counterclockwise with the plane on which the
10 , 000 - psi stress acts . Therefore the corresponding point on the circle is on
the radial line from the center which makes an angle of twice 30° , or 60° ...
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
acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |