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SUPG

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T'AFSM. Quadrature-point-based S1 contours for: ... 0 degrees. T'AFSM. 23 degrees. T'AFSM. 45 degrees. T'AFSM. 90 degrees. T'AFSM. APPENDIX 2 ... – PowerPoint PPT presentation

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Title: SUPG


1
SUPG STABILIZATION PARAMETERS CALCULATED FROM THE
QUADRATURE-POINT COMPONENTS OF THE ELEMENT-LEVEL
MATRICES ECCOMAS 2004 J. ED AKIN TAYFUN
TEZDUYAR Mechanical Engineering, Rice
University Houston, Texas akin_at_rice.edu http//w
ww.mems.rice.edu/TAFSM/
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Quadrature-point based ? defined
  • c ?q c q , k ?q k q
  • (?S1)q cq / kq
  • I ?q (?S1)q f (c q , k q , )
  • Element work arrays c q and k q

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Solution surface from Q4 elements and
element-based ?S1
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Contours for mesh Q4?SUGN1 (top), element based
?S1 (lower left), quadrature-point based ?S1
(lower right)
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Contours for T3 mesh?SUGN1 (top), element based
?S1 (lower left), quadrature-point based ?S1
(lower right)
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Quadrature-point-based ?S1 contours for Q4 mesh
(top), Q9 mesh (lower left), Q16 mesh (lower
right)
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Element-based ?S1 contours for Q4 mesh (top),
Q9 mesh (lower left), Q16 mesh (lower right)
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Quadrature-point-based ?S1 contours for T3 mesh
(top), T6 mesh (lower left), T10 mesh (lower
right)
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Element-based ?S1 contours for T3 mesh (top),
T6 mesh (lower left), T10 mesh (lower right)
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Constant y-plane solution for ?S1 fromQ4 mesh
(top), T3 mesh (bottom)
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Constant y-plane solution for Q4, Q9, Q16 for ?
S1quadrature-point-based (top), element-based
(bottom)
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Constant y-plane solution for T3, T6, T10 for ?
S1quadrature-point-based (top), element-based
(bottom)
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Constant x-plane solution for quadrature-point-bas
ed ?S1Q4, Q9, Q16 meshes (top), T3, T6, T10
meshes (bottom)
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Discrete Point Values of ?
  • The previous contours hide information because
    they omit the mesh detail and are smoothed
    through different point locations
  • Element-based at element centroid
  • Quadrature-point-based positions
  • Nodal-point-based positions

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Finest T3 mesh followed by zoom-in by center flow
rotation point for ? contour of
  • T3, T6, T10 elements,
  • Q4, Q8, Q16 elements.
  • Local Tau values are generally proportional to
    element length through the point, in the
    direction of the local velocity.

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Full T3 Mesh
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Zoom on T3 Mesh
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Zoom on T6 Mesh
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Full zoom T6 point values
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Zoom on T10 Mesh
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Zoom on Q8 Mesh
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Full zoom on Q8 point values
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Zoom on Q16 mesh
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Conclusions
  • Quadrature-point norm based ? values are
    efficient to compute. They yield higher ? values
    in local regions where the unit vector s or r
    rapidly changes its direction.
  • The element-based norm ? is a general framework
    that automatically accounts for local length
    scales.
  • Both norm-based methods decrease ? as the element
    polynomial order increases.
  • Our favorite element-based norm ?

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APPENDIX 1Regular T6 mesh uniform flow field
test angles
  • 0 (horizontal edges),
  • 23 (centroid),
  • 45 (long edge),
  • 90 (vertical edges)

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0 degrees
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23 degrees
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45 degrees
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90 degrees
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APPENDIX 2
  • Results from previous ways to evaluate ?

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