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| | Contribution of Gaussian Curvature to Strain Energy of Plates (Site not responding. Last check: 2007-10-21) |
 | | It is shown that when a plate with a smooth boundary, on every point of which either the displacement or slope is zero, there is, in general, a contribution to the flexural strain energy from the Gaussian curvature term. |
 | | When the plate boundary is approximated by a polygon with a large, but finite, number of sides, it is shown that the contribution of the Gaussian curvature, converted to a line integral around the boundary, is zero both along the sides and on corners where the displacement gradient is continuous. |
 | | The singular behavior is shown to be the result of discontinuities of the Gaussian curvature term as a functional of the boundary contour. |
| www.pubs.asce.org /WWWdisplay.cgi?8902710 (147 words) |
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