Introduction to Mechanics of Deformable Solids |
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Page 83
Therefore , to moderate strains , the plots are the same as t versus žyp or i ( dy " /
dt ) for the twisted tube . Doubling of the stress scale gives the equivalence of 0c
versus EP and 27 versus žy . This “ exact ” result is related to but is not the same
...
Therefore , to moderate strains , the plots are the same as t versus žyp or i ( dy " /
dt ) for the twisted tube . Doubling of the stress scale gives the equivalence of 0c
versus EP and 27 versus žy . This “ exact ” result is related to but is not the same
...
Page 108
Draw careful sketches , labeling all slopes and critical values , for the force in
each bar versus FB . Also draw a careful sketch for Fb versus the downward
displacement of its point of application B . Bar 1 Bar 2 Bar 3 30 , 000 , 000 30 ,
000 10 ...
Draw careful sketches , labeling all slopes and critical values , for the force in
each bar versus FB . Also draw a careful sketch for Fb versus the downward
displacement of its point of application B . Bar 1 Bar 2 Bar 3 30 , 000 , 000 30 ,
000 10 ...
Page 122
Plot Pı and P , versus M for the complete cycle of loading and unloading . B . For
the loading and unloading of an elastic - linear work - hardening idealization with
Etan = E / 20 ( see Fig . 7 . 7 ) : 1 . Plot ( approximately to scale ) M , M1 , and M2
...
Plot Pı and P , versus M for the complete cycle of loading and unloading . B . For
the loading and unloading of an elastic - linear work - hardening idealization with
Etan = E / 20 ( see Fig . 7 . 7 ) : 1 . Plot ( approximately to scale ) M , M1 , and M2
...
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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 |