TY - JOUR
T1 - A higher order displacement discontinuity method for three-dimensional elastostatic problems
AU - Keh-Jian Shou, Shou
AU - Siebrits, E.
AU - Crouch, Steven L
PY - 1997/2/1
Y1 - 1997/2/1
N2 - 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.
AB - 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.
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U2 - 10.1016/S0148-9062(96)00052-6
DO - 10.1016/S0148-9062(96)00052-6
M3 - Article
AN - SCOPUS:0031080305
VL - 34
SP - 317
EP - 322
JO - International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
JF - International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
SN - 1365-1609
IS - 2
ER -