2014
DOI: 10.1016/j.cam.2014.01.007
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Symmetric quadrature rules for simplexes based on sphere close packed lattice arrangements

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Cited by 58 publications
(40 citation statements)
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“…However, the cubatures generated by this rule have negative weights and the number of integration points for higher orders are not optimal. Over the past decade, only a few contributions have appeared that have produced cubature rules on a tetrahedron, with integration rules of order p =15 being the maximum that is currently available . The presence of only a handful of studies in this important topic in computational mathematics is due to the fact that with increasing p in 3D, constructing cubature rules is a notoriously difficult problem.…”
Section: Introductionmentioning
confidence: 99%
“…However, the cubatures generated by this rule have negative weights and the number of integration points for higher orders are not optimal. Over the past decade, only a few contributions have appeared that have produced cubature rules on a tetrahedron, with integration rules of order p =15 being the maximum that is currently available . The presence of only a handful of studies in this important topic in computational mathematics is due to the fact that with increasing p in 3D, constructing cubature rules is a notoriously difficult problem.…”
Section: Introductionmentioning
confidence: 99%
“…This is perhaps the most studied cubature domain, with a correspondingly large body of literature a selection of which is presented here. While rules of degree up to 20, thus covering most cases of practical interest, were progressively developed by 1985 [1,4,5,6], this is still an active field [7,8,9,10,11,12,13,14,15,16]. This happens for two distinct reasons, the first being that different applications require different properties of the cubature rules; the previously cited work for example focuses only on fully symmetric rules (which are also the easier to determine), while only a few works consider rotationally symmetric [17,12] or asymmetric [18,19] rules.…”
Section: Introductionmentioning
confidence: 99%
“…Here, an integration degree of 5 with 15 integration points or a degree of 7 with 84 integration is used (Williams et al, 2014). The stresses at the integration points int are calculated from the nodal results by using the element shape functions, while the volumes associated to the integration points are calculated from the element volumes considering the weights of the integration points.…”
Section: A Modified Failure Criterion and Its Implementation In A Relmentioning
confidence: 99%