Introduction to Mechanics of Deformable Solids |
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Page 11
Deformable bodies , such as spring connections , are treated in terms of the
forces they exert on the rigid bodies or the point masses to which they are ... At
each instant of time there will be some distribution of force on the plane of the cut
.
Deformable bodies , such as spring connections , are treated in terms of the
forces they exert on the rigid bodies or the point masses to which they are ... At
each instant of time there will be some distribution of force on the plane of the cut
.
Page 92
A third equilibrium equation , summation of forces , P : + PA = FB serves as a
check but does not provide new information . Similarly ... In each of the examples
, at each instant of time , the force in each bar is proportional to the applied load .
A third equilibrium equation , summation of forces , P : + PA = FB serves as a
check but does not provide new information . Similarly ... In each of the examples
, at each instant of time , the force in each bar is proportional to the applied load .
Page 194
9.12 02 [ a : = TT 2v outward by a total force F. F pata2 + pr ( b2 – a2 ) a ( 62 a ) =
i pa a ? + a3 + b3 a4b3 + a3b2 Pi + P2 Pa ( 9.3 : 17 ) a3 + b3 Therefore a
compressive axial force of F – ( P1 + P2 ) is required to prevent relative axial
motion w ...
9.12 02 [ a : = TT 2v outward by a total force F. F pata2 + pr ( b2 – a2 ) a ( 62 a ) =
i pa a ? + a3 + b3 a4b3 + a3b2 Pi + P2 Pa ( 9.3 : 17 ) a3 + b3 Therefore a
compressive axial force of F – ( P1 + P2 ) is required to prevent relative axial
motion w ...
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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 |