Introduction to Mechanics of Deformable Solids |
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Page 11
A limiting process as before leads to stress components which are designated as
Oy , Tyr , Tyz . The pattern of the notation is that the normal - stress component is
denoted by o and a single subscript which is the normal to the plane on which ...
A limiting process as before leads to stress components which are designated as
Oy , Tyr , Tyz . The pattern of the notation is that the normal - stress component is
denoted by o and a single subscript which is the normal to the plane on which ...
Page 237
Shear stress components are shown on each face of the parallelepiped formed
by parallel pairs of the three perpendicular planes . Those on the omax face are
labeled with a question mark . They ( and the corresponding cross shears ) must
...
Shear stress components are shown on each face of the parallelepiped formed
by parallel pairs of the three perpendicular planes . Those on the omax face are
labeled with a question mark . They ( and the corresponding cross shears ) must
...
Page 268
Just place a dot over the strain components , replace E by C , G by Cs , and
Poisson ' s ratio by 1 or a smaller value if compressibility is to be taken into
account , as in a foamed plastic . Note , however , that the stresses determine the
strain ...
Just place a dot over the strain components , replace E by C , G by Cs , and
Poisson ' s ratio by 1 or a smaller value if compressibility is to be taken into
account , as in a foamed plastic . Note , however , that the stresses determine the
strain ...
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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 |