Introduction to Mechanics of Deformable Solids |
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Page 53
... zero at the inner and outer radius independently of sym- metry 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 ...
... zero at the inner and outer radius independently of sym- metry 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
... 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 ...
... 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 ...
Page 237
... 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 σ , σn ( Ten = 0 ) for the set of all planes per- pendicular to ...
... 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 σ , σn ( Ten = 0 ) for the set of all planes per- pendicular to ...
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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase 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 replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero