Introduction to Mechanics of Deformable Solids |
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Page 171
11 Warping of a twisted square bar . ... 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 angle after
twisting ( Fig .
11 Warping of a twisted square bar . ... 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 angle after
twisting ( Fig .
Page 173
B . After a long time elapses , what are the stress and the twisting moment in each
cylinder ? C . Determine a mathematical expression for the variation of the angle
of twist ♡ with time . 8 . 3 Now consider the three cylinders of Probs . 8 .
B . After a long time elapses , what are the stress and the twisting moment in each
cylinder ? C . Determine a mathematical expression for the variation of the angle
of twist ♡ with time . 8 . 3 Now consider the three cylinders of Probs . 8 .
Page 174
A twisting moment T is applied abruptly to the assemblage . Compute and sketch
the distribution of shear stress and shear strain over the combined cross section
of the inner and the outer cylinder : A . Immediately upon application of T B .
A twisting moment T is applied abruptly to the assemblage . Compute and sketch
the distribution of shear stress and shear strain over the combined cross section
of the inner and the outer cylinder : A . Immediately upon application of T B .
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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 |