Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 54
Page 103
Figure 6 . 5 shows tube 2 reaching yield first ( point Y ) . Many design
specifications limit the working load Rv to some fraction of the load for first yield ,
RY , say Rv > 1 . 7 Continuation of the loading beyond RY causes continued
stretching of ...
Figure 6 . 5 shows tube 2 reaching yield first ( point Y ) . Many design
specifications limit the working load Rv to some fraction of the load for first yield ,
RY , say Rv > 1 . 7 Continuation of the loading beyond RY causes continued
stretching of ...
Page 130
Figure 7 . 8 for a linear Maxwell assemblage is a trivial example . The abrupt
loading M is followed at any time later by an abrupt unloading M . The unloading
may be looked at as the application of a negative moment M . A negative moment
M ...
Figure 7 . 8 for a linear Maxwell assemblage is a trivial example . The abrupt
loading M is followed at any time later by an abrupt unloading M . The unloading
may be looked at as the application of a negative moment M . A negative moment
M ...
Page 228
Figure 11 . 11c demonstrates how directions on the actual figure ( a ) can be
exhibited on the circle through the determination of the point labeled as the pole
for normals . Stress points 1 , 3 , i , and ( 0z , — Try ) appear in ( c ) just as they do
in ...
Figure 11 . 11c demonstrates how directions on the actual figure ( a ) can be
exhibited on the circle through the determination of the point labeled as the pole
for normals . Stress points 1 , 3 , i , and ( 0z , — Try ) appear in ( c ) just as they do
in ...
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
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 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 Michigan |
| Digitized | 29 Nov 2007 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |