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A total lagrangian sph method for modelling damage and failure in solids

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dc.contributor.author Islam, Md Rushdie Ibne
dc.date.accessioned 2025-08-11T04:27:15Z
dc.date.available 2025-08-11T04:27:15Z
dc.date.issued 2019-07
dc.identifier.uri https://www.sciencedirect.com/science/article/abs/pii/S0020740318335021
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/19165
dc.description.abstract An algorithm is proposed to model crack initiation and propagation within the Total Lagrangian Smoothed Particle Hydrodynamics (TLSPH) framework. TLSPH avoids the tensile instability encountered in conventional Eulerian kernel-based Smoothed Particle Hydrodynamics (SPH) by making use of the Lagrangian kernel. In the present approach, the support domain of a particle is modified, where it only interacts with its immediately neighbouring particles. The gradient correction is employed to avoid the inconsistency of SPH approximation induced by insufficient neighbouring particles. A virtual link is used to define the level of interaction between each particle pair. The state of the virtual link is determined by damage law or cracking criterion. The virtual link approach allows easy and natural modelling of cracking surfaces without explicit cracking treatments such as particle splitting, field enrichment or visibility criterion. The performance of the proposed approach is demonstrated via a few numerical examples of both brittle and ductile failure under impact loading. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject Civil engineering en_US
dc.subject Total lagrangian smoothed particle hydrodynamics (TLSPH) en_US
dc.subject Smoothed particle hydrodynamics (SPH) en_US
dc.subject Tensile instability avoidance en_US
dc.subject Brittle and ductile failure en_US
dc.title A total lagrangian sph method for modelling damage and failure in solids en_US
dc.type Article en_US


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