Introduction to Mechanics of Deformable Solids |
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Page 156
34 A rectangular bar of steel , 1 in . wide , 4 in . high , and 3 ft long , is heated
uniformly on its top surface and insulated completely on its two side surfaces .
The temperature induced in the bar is 164°F everywhere at the top surface and
100°F ...
34 A rectangular bar of steel , 1 in . wide , 4 in . high , and 3 ft long , is heated
uniformly on its top surface and insulated completely on its two side surfaces .
The temperature induced in the bar is 164°F everywhere at the top surface and
100°F ...
Page 258
Normally they much prefer the tedious direct approach to the answer over the
interesting short cuts which require estimation or " judgment ” by comparison of
two numbers or more . 11 . 8 / PROBLEMS OF STRAIN IN A SURFACE 11 . 16
Three ...
Normally they much prefer the tedious direct approach to the answer over the
interesting short cuts which require estimation or " judgment ” by comparison of
two numbers or more . 11 . 8 / PROBLEMS OF STRAIN IN A SURFACE 11 . 16
Three ...
Page 282
of the space without altering the ellipsoidal nature of the surfaces . ... Any straight
- line segment joining two points of the curve or surface lies inside everywhere
else ; tangent planes or lines are everywhere outside the surface except at the ...
of the space without altering the ellipsoidal nature of the surfaces . ... Any straight
- line segment joining two points of the curve or surface lies inside everywhere
else ; tangent planes or lines are everywhere outside the surface except at the ...
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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 |