Introduction to Mechanics of Deformable Solids |
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Page 348
14.14 Collapse at plastic - limit load F ( Note : Deflections v greatly exaggerated .
) v « L , v « a . ( a ) Initial elastic deflection and subsequent shape as deflection
continues at limit load ; ( b ) plastic deformation only , at limit load ; ( c ) load ...
14.14 Collapse at plastic - limit load F ( Note : Deflections v greatly exaggerated .
) v « L , v « a . ( a ) Initial elastic deflection and subsequent shape as deflection
continues at limit load ; ( b ) plastic deformation only , at limit load ; ( c ) load ...
Page 368
When the material is nonlinear , the orientation and the position of the neutral
axis usually will alter from one cross section to the next ; the direction of the
deflection and the pattern of stress and strain distribution will change as the load
is ...
When the material is nonlinear , the orientation and the position of the neutral
axis usually will alter from one cross section to the next ; the direction of the
deflection and the pattern of stress and strain distribution will change as the load
is ...
Page 410
Large deflection theory e Poor P Por Pet O max V max Fig . 16 . ... The very
slightest disturbance will cause large transverse deflections at all P > Ph , despite
the existence of a discrete and not a continuous set of eigenvalues ( 16 . 3 : 4 ) .
Large deflection theory e Poor P Por Pet O max V max Fig . 16 . ... The very
slightest disturbance will cause large transverse deflections at all P > Ph , despite
the existence of a discrete and not a continuous set of eigenvalues ( 16 . 3 : 4 ) .
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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 |