Introduction to Mechanics of Deformable Solids |
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Page 101
In the absence of external force , R = 0 , a temperature increase oc alone will
cause forces Pi , and Per given by the equations Pie + P = 0 equilibrium PL
deformation condition or geometric compatibility so that Pe L L VLO . A t QILO . =
AE , Pie ...
In the absence of external force , R = 0 , a temperature increase oc alone will
cause forces Pi , and Per given by the equations Pie + P = 0 equilibrium PL
deformation condition or geometric compatibility so that Pe L L VLO . A t QILO . =
AE , Pie ...
Page 177
By this time , the steps taken to solve a statics problem in the mechanics of
deformable solids are a well - established routine . The equations of equilibrium ,
the conditions of deformation or compatibility , and the stress - strain relations
must be ...
By this time , the steps taken to solve a statics problem in the mechanics of
deformable solids are a well - established routine . The equations of equilibrium ,
the conditions of deformation or compatibility , and the stress - strain relations
must be ...
Page 381
... all these examples , the fact that virtual work simply puts equilibrium and
compatibility side by side , independently , is reflected by the obtaining of an
equilibrium relation upon substitution of any set of displacements and compatible
strains .
... all these examples , the fact that virtual work simply puts equilibrium and
compatibility side by side , independently , is reflected by the obtaining of an
equilibrium relation upon substitution of any set of displacements and compatible
strains .
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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 |