2017
DOI: 10.1002/nme.5600
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Adaptive hierarchical refinement of NURBS in cohesive fracture analysis

Abstract: SummaryAdaptive hierarchical refinement in isogeometric analysis is developed to model cohesive crack propagation along a prescribed interface. In the analysis, the crack is introduced by knot insertion in the NURBS basis, which yields  −1 continuous basis functions. To capture the stress state smoothly ahead of the crack tip, the hierarchical refinement of the spline basis functions is used starting from a coarse initial mesh.A multilevel mesh is constructed, with a fine mesh used for quantifying the stresse… Show more

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Cited by 37 publications
(54 citation statements)
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References 74 publications
(110 reference statements)
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“…The cohesive zone model can be incorporated in the finite element method, and different approaches have been proposed, for instance, using interface elements, remeshing or extended finite element methods . More recently, isogeometric analysis has also been introduced in the context of crack propagation analysis …”
Section: Introductionmentioning
confidence: 99%
“…The cohesive zone model can be incorporated in the finite element method, and different approaches have been proposed, for instance, using interface elements, remeshing or extended finite element methods . More recently, isogeometric analysis has also been introduced in the context of crack propagation analysis …”
Section: Introductionmentioning
confidence: 99%
“…Consequently, the LR T‐splines scriptN associated with scriptT can now be described by the LR T‐splines Nr associated with Tr: boldΓboldN()ξ1,0.1emξ2=boldΓboldSNr()ξ1,0.1emξ2 with N and N r being the LR T‐spline blending functions associated with the LR T‐meshes scriptT and Tr, respectively. S is the refinement operator,() and Γ is a diagonal matrix with the scaling weight γ of N along the diagonal. This makes it possible that the LR T‐splines scriptN satisfy the partition of unity property.…”
Section: Bézier Extraction Of Lr T‐splines After Meshline Insertionsmentioning
confidence: 99%
“…The mesh represents a discontinuous interface at ξ 2 =1/2 in elements e 1 and e 2. To produce such interface, C1 continuous blending functions have to be created, which is achieved by using knot lines of multiplicity m = p +1 . In Figure A, the number of knot lines at ξ 2 =1/2 is m =2+1=3.…”
Section: Bézier Extraction Of Lr T‐splines After Meshline Insertionsmentioning
confidence: 99%
“…Inserting a series of single meshlines, {}εii=1n, in scriptT results in Tr with n r anchors. The T‐splines scriptN that are associated with scriptT are now described by the T‐splines Nr associated with Tr: normalΓboldN()ξ1,0.3emξ2=normalΓboldSNr()ξ1,0.3emξ2, where S is the refinement operator,() N and N r are the blending functions associated with scriptT and Tr, respectively, and Γ is a diagonal matrix with the scaling weights γ of N . Using Equation , we can now solve for S : boldN=boldCBr=boldSCrBr, where C is the Bézier extraction operator of the anchors on scriptT over the elements on T r , C r denotes the Bézier extraction operator of the anchors on T r over the elements on T r , and B r contains the Bernstein polynomials of the elements on T r .…”
Section: Bézier Extraction Of Refined T‐splinesmentioning
confidence: 99%