A conceptual approach to modelling rock fracture using the smoothed particle hydrodynamics and cohesive cracks

Chi T. Nguyen, Ha H. Bui, Giang D. Nguyen, Vinh Phu Nguyen

Research output: Chapter in Book/Report/Conference proceedingConference PaperOther

1 Citation (Scopus)

Abstract

This paper presents a new numerical approach to modelling rock fracture and fragmentation by combining the advantages of the mesh-free smoothed particle hydrodynamic (SPH) method with a new continuum constitutive model with embedded cohesive cracks. The new constitutive model is capable of providing the links of the continuum mechanics and the non-linear (decohesive) fracture mechanics. It will also possess an intrinsic length scale and hence can automatically capture size effects to produce mesh independent numerical solutions. The proposed numerical approach is illustrated at particle level to show essential features and advantages compared to traditional continuum based constitutive models in the context of SPH simulations.

Original languageEnglish
Title of host publicationISRM Regional Symposium, EUROCK 2015
PublisherInternational Society for Rock Mechanics
Pages913-918
Number of pages6
ISBN (Print)9783950389814
Publication statusPublished - 1 Jan 2015
EventEuropean Rock Mechanics Symposium 2015 - Salzburg, Austria
Duration: 7 Oct 201510 Oct 2015

Conference

ConferenceEuropean Rock Mechanics Symposium 2015
Abbreviated titleEUROCK 2015
CountryAustria
CitySalzburg
Period7/10/1510/10/15

Cite this

Nguyen, C. T., Bui, H. H., Nguyen, G. D., & Nguyen, V. P. (2015). A conceptual approach to modelling rock fracture using the smoothed particle hydrodynamics and cohesive cracks. In ISRM Regional Symposium, EUROCK 2015 (pp. 913-918). International Society for Rock Mechanics.