Please use this identifier to cite or link to this item: http://buratest.brunel.ac.uk/handle/2438/13720
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dc.contributor.authorVignjevic, R-
dc.contributor.authorDjordjevic, N-
dc.contributor.authorGemkow, S-
dc.contributor.authorDe Vuyst, T-
dc.contributor.authorCampbell, J-
dc.date.accessioned2016-12-20T15:47:43Z-
dc.date.available2014-04-30-
dc.date.available2016-12-20T15:47:43Z-
dc.date.issued2014-
dc.identifier.citationComputer Methods in Applied Mechanics and Engineering, 277: pp. 281 - 304, (2014)en_US
dc.identifier.issn0045-7825-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/13720-
dc.description.abstractWithin the framework of continuum damage mechanics (CDM), mechanical loading leads to material damage and consequent degradation of material properties. This can result in strain-softening behaviour, which when implemented as a local model in the finite element (FE) method, leads to an ill-posed boundary value problem, resulting in significant mesh sensitivity of the solution. It is well-known that the addition of a characteristic length scale to CDM models, a non-local approach, maintains the character of the governing equations. In this paper, the similarities between the Smooth Particle Hydrodynamic (SPH) method and non-local integral regularisation methods are discussed. A 1D dynamic strain-softening problem is used as the test problem for a series of numerical experiments, to investigate the behaviour of SPH. An analytical solution for the test problem is derived, following the solution for a 1D stress state derived by Bažant and Belytschko in 1985. An equivalent SPH model of the problem is developed, using the stable Total-Lagrange form of the method, combined with a local bi-linear elastic-damage strength model. A series of numerical experiments, using both SPH and FE solvers, demonstrate that the width of the strain-softening region is controlled by the element size in FE, but in SPH it is controlled by the smoothing length rather than the inter-particle distance, which is the analogous to the element size in the FE method. This investigation indicates that the SPH method is inherently non-local numerical method and suggests that the SPH smoothing length should be linked to the material characteristic length scale in solid mechanics simulations.en_US
dc.format.extent281 - 304-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectSmoothed particle hydrodynamicsen_US
dc.subjectSPHen_US
dc.subjectNonlocal regularisationen_US
dc.subjectStrain-softeningen_US
dc.subjectInstabilityen_US
dc.subjectContinuum damageen_US
dc.titleSPH as a nonlocal regularisation method: Solution for instabilities due to strain-softeningen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.cma.2014.04.010-
dc.relation.isPartOfComputer Methods in Applied Mechanics and Engineering-
pubs.publication-statusPublished-
pubs.volume277-
Appears in Collections:Dept of Mechanical Aerospace and Civil Engineering Research Papers

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