Introduction to Mechanics of Deformable Solids |
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Page 228
The principal stress of 5000 psi compression acting on plane 3 plots as point 3
whose coordinates are ( - 5000 , 0 ) . The line joining points 1 and 3 is a diameter
of the Mohr ' s circle for the components of stress acting on any plane ...
The principal stress of 5000 psi compression acting on plane 3 plots as point 3
whose coordinates are ( - 5000 , 0 ) . The line joining points 1 and 3 is a diameter
of the Mohr ' s circle for the components of stress acting on any plane ...
Page 233
16 Plane stress - zero cannot be ignored . The direction of 01 and the plane on
which it acts can be determined approximately by inspection . As illustrated by
the square element of Fig . 11 . 15a , if oz > Oy , the direction of o1 in the absence
of ...
16 Plane stress - zero cannot be ignored . The direction of 01 and the plane on
which it acts can be determined approximately by inspection . As illustrated by
the square element of Fig . 11 . 15a , if oz > Oy , the direction of o1 in the absence
of ...
Page 237
The next step of the proof is to indicate the orientation of the two planes of
secondary principal stresses op , o , ( Ten = 0 ) for ... There is no possibility in
general of a unique set of three planes , because zero stress on every plane is a
perfectly ...
The next step of the proof is to indicate the orientation of the two planes of
secondary principal stresses op , o , ( Ten = 0 ) for ... There is no possibility in
general of a unique set of three planes , because zero stress on every plane is a
perfectly ...
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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 |