A systematic study of the effect of high aspect ratio elements using equal-
order-interpolation velocity-pressure elements for computation of incompres
sible Rows is conducted. Both, quadrilateral and triangular elements utiliz
ing, bilinear (Q1Q1) and linear (P1P1) interpolation functions, respectivel
y, are considered. Stabilized finite-element formulations are employed to s
olve the incompressible Navier-Stokes equations in the primitive variables.
The element length, h, plays an important role in the calculation of stabi
lizing coefficients in the formulation. Three definitions of It are utilize
d. These are based on the maximum edge length, minimum edge length of an el
ement and the element length along the streamwise direction. Performance of
the implementations is evaluated for both, steady and unsteady flows. Nume
rical experiments are conducted for flow past a circular cylinder at Reynol
ds numbers 10 and 100. While in the former case the flow is steady, the lat
ter one is associated with temporally periodic vortex shedding. It is obser
ved that for the Re = 10 flow all definitions of h produce acceptable solut
ions even with elements that have very high aspect ratios. In the case of R
e = 100 flow, again, all definitions of h work well for elements with reaso
nable/low aspect ratios. However, for large aspect ratio elements it is onl
y the definition based on the minimum edge length of an element that result
s in acceptable solution. It is also observed that the effect of high aspec
t ratio is felt more by the P1P1 element as compared to the Q1Q1 element. (
C) 2000 Elsevier Science S.A. All rights reserved.