Abstract:Numerous computational and conceptual difficulties are often encountered when conceiving techniques which are effective in detecting damage intensity, localization, and onset. Actually, also when the semi-inverse or the material characterization problems (which are commonly formulated in this context) can be recognized to be well posed, the numerical and computational obstacles which need to be overcome can render useless the conceived methodology. In the present paper we propose to change the paradigm used up… Show more
“…), such as those presented in [37] for historic masonry arches, where only de Saint-Venant's model has been considered until now; buckling problems following the way traced into [38][39][40][41] and the papers cited therein. dynamic analysis of curved beams in the framework of isogeometric analysis, as an extension of the works [42] and [11]; extension to mixed-hybrid methods [43][44][45] which provide more accurate stress description also in the case of layered structures [46]; mathematical model improvement, for example using a suitable damage parameter [47][48][49][50] taking into account that in some cases it leads to non-unique and non-stable solutions, see [51][52][53]. Alternatively, there is the method proposed in [54,55], where a two-dimensional model for an interfacial zone is introduced and this could be used to describe concentrated damages.…”
The current development of the isogeometric approach in various fields of mechanics is explained by the high-accuracy results which can be achieved at a reduced computational cost by codes based on non-uniform rational B-splines (NURBS). In the case of strongly curved beams the simple diagonal de Saint-Venantâs constitutive model can lead to significant errors as it has been reported in the classic literature. Other models such as Winklerâs have been proposed and seem more suitable for these kinds of structures. Unfortunately several numerical codes are based on a diagonal constitutive model which neglects the coupling effect of elongation and curvature even if a highly refined geometry description can be developed by means of NURBS. The results obtained by means of numerical codes based on isogeometrical analysis for curved beams are here reported and basic choices, computational costs and numerical accuracy of the above-mentioned constitutive models are discussed, from a qualitative and quantitative point of view. This comparison, in the authorsâ opinion, is necessary to avoid an excessive gap between the computational efficiency of NURBS, which are capable of very accurate geometry description, and a simplistic representation of the constitutive relations that is efficient for straight beams but not so much for curved beams whose curvature is large. The results of some selected tests are presented and discussed to highlight differences between the two approaches, showing that the small increase of computational cost of Winklerâs model is well compensated by the accuracy gain
“…), such as those presented in [37] for historic masonry arches, where only de Saint-Venant's model has been considered until now; buckling problems following the way traced into [38][39][40][41] and the papers cited therein. dynamic analysis of curved beams in the framework of isogeometric analysis, as an extension of the works [42] and [11]; extension to mixed-hybrid methods [43][44][45] which provide more accurate stress description also in the case of layered structures [46]; mathematical model improvement, for example using a suitable damage parameter [47][48][49][50] taking into account that in some cases it leads to non-unique and non-stable solutions, see [51][52][53]. Alternatively, there is the method proposed in [54,55], where a two-dimensional model for an interfacial zone is introduced and this could be used to describe concentrated damages.…”
The current development of the isogeometric approach in various fields of mechanics is explained by the high-accuracy results which can be achieved at a reduced computational cost by codes based on non-uniform rational B-splines (NURBS). In the case of strongly curved beams the simple diagonal de Saint-Venantâs constitutive model can lead to significant errors as it has been reported in the classic literature. Other models such as Winklerâs have been proposed and seem more suitable for these kinds of structures. Unfortunately several numerical codes are based on a diagonal constitutive model which neglects the coupling effect of elongation and curvature even if a highly refined geometry description can be developed by means of NURBS. The results obtained by means of numerical codes based on isogeometrical analysis for curved beams are here reported and basic choices, computational costs and numerical accuracy of the above-mentioned constitutive models are discussed, from a qualitative and quantitative point of view. This comparison, in the authorsâ opinion, is necessary to avoid an excessive gap between the computational efficiency of NURBS, which are capable of very accurate geometry description, and a simplistic representation of the constitutive relations that is efficient for straight beams but not so much for curved beams whose curvature is large. The results of some selected tests are presented and discussed to highlight differences between the two approaches, showing that the small increase of computational cost of Winklerâs model is well compensated by the accuracy gain
“…The reader is warned: no attempt is made here to model damage and failure phenomena. This challenge has to be confronted, following the ideas presented in [68][69][70] suitably adapted to the context of second-gradient materials as done in [43,60,64]. Another consideration is needed here: In the present work, we do not try to derive the used continuum model by means of a homogenization procedure.…”
Section: Pipkin Continuum Model For Considered Fabricmentioning
“…Several works on the subject can be found in the recent literature, see e.g. dell'Isola et al [5], Gourgiotis et al [6], Madeo et al [7] and Rosi et al [8]. This revival can be partially explained by the fact that the recent advances in meta-material synthesis and conception allow to produce artefacts that have the actual behaviour of a generalized continuum.…”
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citationsâcitations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.