A Total Lagrangian SPH method for modelling damage and failure in solids. (July 2019)

• Record Type: Journal Article
• Authors: Islam, Md Rushdie Ibne; Peng, Chong
• Is Part Of: International journal of mechanical sciences. Volume 157/158(2019)
• Page Start: 498
• Page End: 511
• Publication Date: 2019-07
• Subjects: TLSPH -- Fracture model -- Crack growth -- Brittle and ductile damage -- Dynamic loading; Mechanical engineering -- Periodicals; Génie mécanique -- Périodiques; Mechanical engineering; Maschinenbau; Mechanik; Zeitschrift; Periodicals; 621.05
• DOI: 10.1016/j.ijmecsci.2019.05.003
• Languages: English
• ISSNs: 0020-7403

Abstract

Highlights: A TLSPH based computational framework is proposed to model crack initiation, propagation and failure in solids. The interaction of a particle is restricted to its immediate neighbouring particles only. A set of virtual links are used to define the interaction between the modified neighbouring particles. Predicted crack paths are compared with the experimental and numerical results available in the literature. 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.