Introduction to Mechanics of Deformable Solids |
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Page 53
6 Tar and tar are zero at the inner and outer radius independently of symmetry
and uniformity along the length of the tube . and of uniformity along the length . It
is valid , therefore , even in a disturbed end region . Both the outer and the inner ...
6 Tar and tar are zero at the inner and outer radius independently of symmetry
and uniformity along the length of the tube . and of uniformity along the length . It
is valid , therefore , even in a disturbed end region . Both the outer and the inner ...
Page 171
If zero shear strain is to correspond to the zero shear stress at the corners of the
square , the right angle between the edge parallel to the axis of the shaft and
each of the perpendicular lines on the faces prior to twisting must remain a right ...
If zero shear strain is to correspond to the zero shear stress at the corners of the
square , the right angle between the edge parallel to the axis of the shaft and
each of the perpendicular lines on the faces prior to twisting must remain a right ...
Page 237
They ( and the corresponding cross shears ) must be zero if previous statements
on principal stresses are correct . The next step of the proof is to indicate the
orientation of the two planes of secondary principal stresses og , On ( Ten = 0 )
for ...
They ( and the corresponding cross shears ) must be zero if previous statements
on principal stresses are correct . The next step of the proof is to indicate the
orientation of the two planes of secondary principal stresses og , On ( Ten = 0 )
for ...
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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 |