2008
DOI: 10.1007/s11044-008-9111-9
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Slope discontinuities in the finite element absolute nodal coordinate formulation: gradient deficient elements

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Cited by 29 publications
(20 citation statements)
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“…In the case of fully parameterized finite elements, a constant gradient transformation can be obtained and effectively used in the analysis of complex structures with slope discontinuities, as described in the literature [16,17]. This can be accomplished since having a full set of parameters allows defining tangent vectors with arbitrary orientations.…”
Section: Introductionmentioning
confidence: 99%
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“…In the case of fully parameterized finite elements, a constant gradient transformation can be obtained and effectively used in the analysis of complex structures with slope discontinuities, as described in the literature [16,17]. This can be accomplished since having a full set of parameters allows defining tangent vectors with arbitrary orientations.…”
Section: Introductionmentioning
confidence: 99%
“…For such lower order gradient deficient elements, which can be more efficient in many applications, defining a constant gradient transformation in the case of structures with slope discontinuities can be difficult. Nonetheless, a constant transformation can always be obtained for these gradient deficient elements in the case of commutative rotations [16]. This is the special case in which the discontinuity rotation and the structure finite rotation are commutative, as in the case of rotations about the same axis.…”
Section: Introductionmentioning
confidence: 99%
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