Winter Annual Meeting: Technical papers presented and available, Part 1 |
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Page 9
... geometry of axisymmetric 3 - nets are developed and some closed - form solutions are obtained . On this basis , two particular classes of immobile ( static ) 3 - nets are synthesized and two corresponding sets of feasible geometric ...
... geometry of axisymmetric 3 - nets are developed and some closed - form solutions are obtained . On this basis , two particular classes of immobile ( static ) 3 - nets are synthesized and two corresponding sets of feasible geometric ...
Page 9
... geometry of axisymmetric 3 - nets are developed and some closed - form solutions are obtained . On this basis , two particular classes of immobile ( static ) 3 - nets are synthesized and two corresponding sets of feasible geometric ...
... geometry of axisymmetric 3 - nets are developed and some closed - form solutions are obtained . On this basis , two particular classes of immobile ( static ) 3 - nets are synthesized and two corresponding sets of feasible geometric ...
Page 4
... geometry was calculated . For the collapse - inward and collapse - outward geometries it was found that the leaves were everywhere rotated , dø ( s ) , in the same sense as ôm , and that the rotation increased or decreased monotonically ...
... geometry was calculated . For the collapse - inward and collapse - outward geometries it was found that the leaves were everywhere rotated , dø ( s ) , in the same sense as ôm , and that the rotation increased or decreased monotonically ...
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10017 The Society advanced in papers AMERICAN SOCIETY amplitude analysis angle Applied Mechanics Division ASME for nine ASME JOURNAL available from ASME axial behavior bending boundary conditions calculated coefficients components computed constant constraints crack curves cycle cylinder deflection deformation Discussion is printed displacement dynamic effect elastic fatigue finite element finite element analysis fluid force frequency function geometry given to ASME integral isotropic JOURNAL OF APPLIED k₁ linear load material matrix MECHANICAL ENGINEERS MECHANICAL ENGINEERS 345 method mode modulus nodes nondimensional normal obtained parameters plane plastic strain plate Poisson's ratio pressure problem publication upon presentation ratio residual stress rigid-plastic rotation shaft shear shells shock wave shown in Fig SOCIETY OF MECHANICAL solution Stokes flow stress concentration stress concentration factor stress intensity factors surface t₁ temperature theory values velocity vibration weld Young's modulus