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 269
component is time - independent , strain - rate expressions must be written for
elastic response to permit combination with ... The placing of dots over both the
components of strain and the components of stress , to represent time rate of
change ...
component is time - independent , strain - rate expressions must be written for
elastic response to permit combination with ... The placing of dots over both the
components of strain and the components of stress , to represent time rate of
change ...
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Common terms and phrases
acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |