Ky. Sze et D. Zhu, A SIMPLE ASSUMED STRAIN METHOD FOR ENHANCING THE ACCURACY OF THE CUBIC TRIANGULAR C-0 PLATE-BENDING ELEMENT, Finite elements in analysis and design, 29(1), 1998, pp. 21-33
The conventional cubic triangular Mindlin/Reissner plate bending eleme
nt, DISP10, is in general too stiff. To reduce the element stiffness,
three of the strain sampling points are shifted from the integration s
tations to the element corners so as to reduce the number of shear con
straints in the global level. The strain held is then obtained by inte
rpolation. In this way, the constraint ratio of the element increases
from 1.125 to 1.5 which is exactly equal to a postulated optimal value
. However, the element does not appear to be more accurate than its co
nventional counterpart. While keeping the constraint ratio and interpo
lation pivots unchanged, two different ways of refining the sampled st
rains at the element corners are attempted and the pertinent elements
are consistently more accurate than DISP10. (C) 1998 Elsevier Science
B.V. All rights reserved.