Introduction to Mechanics of Deformable Solids |
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Page 211
The curve which joins the initial yield points ( the initial yield curve ) separates the
states of stress oa , oc on the inside , for which the response of the original
material is purely elastic or almost so , from the states of stress on the outside ,
which ...
The curve which joins the initial yield points ( the initial yield curve ) separates the
states of stress oa , oc on the inside , for which the response of the original
material is purely elastic or almost so , from the states of stress on the outside ,
which ...
Page 410
A small increase in P causes a large increase in Vmax ; dP / dvmax = 0 at P = Ph
. Initial deflection The eigenvalue type of problem , as illustrated by the
determination of Pn , is a fascinating topic in applied mathematics which has
reached a ...
A small increase in P causes a large increase in Vmax ; dP / dvmax = 0 at P = Ph
. Initial deflection The eigenvalue type of problem , as illustrated by the
determination of Pn , is a fascinating topic in applied mathematics which has
reached a ...
Page 438
... 373 Initial creep , 30 ( See also under Creep ) Initial deflection or imperfection ,
410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling ,
Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185 -
190 ...
... 373 Initial creep , 30 ( See also under Creep ) Initial deflection or imperfection ,
410 Initial stress , 96 Initial yield ( see Yield , initial ) Instability ( see Buckling ,
Column ; Necking ) Interior pressure , 73 in spherical shell assemblage , 185 -
190 ...
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Common terms and phrases
acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled 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 California |
| Digitized | 11 Mar 2008 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |