Introduction to Mechanics of Deformable Solids |
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Page 98
Positive P , and P8 denote tensile force ; positive P , denotes compressive force .
When one or more of the bars is inelastic , it is not possible ordinarily to express
the current values of the elongations in terms of the current values of the forces .
Positive P , and P8 denote tensile force ; positive P , denotes compressive force .
When one or more of the bars is inelastic , it is not possible ordinarily to express
the current values of the elongations in terms of the current values of the forces .
Page 126
M . = – Pryn M = E ( - Pryn ) Rigid ( P , is drawn as a positive , or tensile , force to
follow the customary sign convention . ) The minus sign indicates that positive or
tensile forces at positive y would correspond to the application of a clockwise or ...
M . = – Pryn M = E ( - Pryn ) Rigid ( P , is drawn as a positive , or tensile , force to
follow the customary sign convention . ) The minus sign indicates that positive or
tensile forces at positive y would correspond to the application of a clockwise or ...
Page 252
For positive directions x , y as shown . ( a ) Positive shear stress ; ( 6 ) positive
shear strain . But for Mohr ' s circle : Try is negative , Tvz is positive , Yzy is
negative , and Yuz is positive . ( c ) For Mohr ' s circle Yns is negative , Yon is
positive .
For positive directions x , y as shown . ( a ) Positive shear stress ; ( 6 ) positive
shear strain . But for Mohr ' s circle : Try is negative , Tvz is positive , Yzy is
negative , and Yuz is positive . ( c ) For Mohr ' s circle Yns is negative , Yon is
positive .
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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 |