Crack propagation using the continuum strong discontinuity approach by the BEM: some numerical remarks
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Some numerical remarks regarding the crack evolution in failure analysis by the BEM using cells with embedded strong discontinuities are addressed in this work. A comparative study between the generation of these cells at any iteration or only after a step convergence is firstly performed. Moreover, an analysis is carried out related to the cells size growth throughout the iterative-incremental process. As reference, some classical problems whose experimental results are available in the literature are used for the numerical analysis which is performed considering the implicit formulation of the boundary element method together with the continuum strong discontinuity approach. It was verified that the results are coincident for different numbers of steps considered in the simulations when cells are generated during any iteration, showing step size independence in this case, while the same is not true for the case of cells generated only after step convergence, in which a large number of steps are required for a good accuracy. Finally, it is shown that a small increase in cell size throughout the analysis contributes to the reduction in numerical processing time without significantly affecting the results accuracy.
KeywordsImplicit boundary element method Continuum strong discontinuity approach Failure mechanics Step size dependence
The authors would like to acknowledge CNPq (National Council of Scientific and Technological Development), CAPES (Coordination of Improvement of Higher Education Personnel) and FAPEMIG (Minas Gerais State Research Foundation) for financial supports.
- 1.Arrea M, Ingraffea AR (1982) Mixed-mode crack propagation in mortar and concrete. In: Technical report 81-13, Department of Structural Engineering, Cornell University, Ithaca, USA (1982)Google Scholar
- 8.Manzoli O, Oliver J, Cervera M (1998) Localización de deformación: Análisis y simulación numérica de discontinuidades en mecánica de sólidos. Centro Internacional de Métodos Numéricos en Ingeniería (CIMNE). Monografía n. 44. BarcelonaGoogle Scholar
- 9.Manzoli OL, Pedrini RA, Venturini WS (2009) Strong discontinuity analysis in solid mechanics using boundary element method. In: Spountzakis EJ, Aliabadi MH (eds) Advances in boundary element techniques X. Atenas, Grécia, pp 323–329Google Scholar
- 15.Oliver J, Cervera M, Manzoli O (1998) On the use of strain-softening models for the simulation of strong discontinuities in solids. In: de Borst R, van der Giessen E (eds) Material instabilities in solids, vol 8. Wiley, Chichester, pp 107–123Google Scholar
- 21.Peixoto RG, Ribeiro GO, Pitangueira RLS (2016) Concrete fracture analysis using the continuum strong discontinuity approach and the boundary element method. In: Ávila SM (ed.) Proceedings of the XXXVII Iberian Latin-American congress on computational methods in engineering—CILAMCE. Brasília, DF, BrasilGoogle Scholar