Abstract
The three-dimensional constant strength displacement discontinuity method, as presented by Salamon, is based on a solution which expresses field stresses and displacements due to constant normal and shear displacement discontinuities over an elemental area in an elastic body. Following a two-dimensional development, a new three-dimensional higher order displacement discontinuity element is presented in this paper. The new higher order (bi-quadratic) approach is based on the use of nine collocation points spread over a nine element patch, centered at the source element. In addition, special crack tip element logic is developed which allows a more accurate calculation of the stress field near the crack tip.
Original language | English (US) |
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Pages (from-to) | 317-322 |
Number of pages | 6 |
Journal | Unknown Journal |
Volume | 34 |
Issue number | 2 |
DOIs | |
State | Published - 1997 |
Externally published | Yes |