2010
DOI: 10.1007/s00158-010-0549-z
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Isogeometric design of elastic arches for maximum fundamental frequency

Abstract: The isogeometric paradigm is aimed at unifying the geometric and analysis descriptions of engineering problems. This unification is brought about by employing the same basis functions describing the geometry to approximate the physical response. Non-uniform rational B-splines (NURBS) are commonly used for this purpose and are adopted in the present work for the design of elastic arches. Design for optimal shape and stiffness distribution is considered. Manufacturing constraints are imposed on shape and sizing … Show more

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Cited by 45 publications
(34 citation statements)
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“…An important challenge in the methodology is the specification of a suitable weight˜ of the regularization. This challenge is similar in nature to the one associated with specifying a suitable minimal distance between control points (Wall et al 2008), or a maximal shape change norm (Nagy et al 2011). The specification may be partly facilitated by estimating the initial ratio between the physical objective C 0 and the regularization objective R 0 :…”
Section: Boundary Regularizationmentioning
confidence: 99%
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“…An important challenge in the methodology is the specification of a suitable weight˜ of the regularization. This challenge is similar in nature to the one associated with specifying a suitable minimal distance between control points (Wall et al 2008), or a maximal shape change norm (Nagy et al 2011). The specification may be partly facilitated by estimating the initial ratio between the physical objective C 0 and the regularization objective R 0 :…”
Section: Boundary Regularizationmentioning
confidence: 99%
“…This is the challenge in a nut-shell: when optimizing the location of many control points (for a sufficiently unconstrained problem, and with a sufficiently tight convergence criterion), they may cluster, spuriously yielding slightly lower values of the objective function on the cost of significantly worse parametrizations and less accurate analysis, which may eventually lead to a collapse of the method. The clustering of control points is a wellknown issue in isogeometric shape optimization (Wall et al 2008;Nagy et al 2011). Related numerical problems in finite element based shape optimization, and regularization techniques to address them, are also welldescribed (Bletzinger et al 2010).…”
Section: The Challenge: Clustering Of Control Pointsmentioning
confidence: 99%
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