A new multiscale phase field method to simulate failure in composites. (December 2018)

• Record Type: Journal Article
• Authors: Patil, R.U.; Mishra, B.K.; Singh, I.V.; Bui, T.Q.
• Is Part Of: Advances in engineering software. Volume 126(2018)
• Page Start: 9
• Page End: 33
• Publication Date: 2018-12
• Subjects: Phase field method -- Composite fracture -- Interface crack -- MSPFM -- XFEM; Computer-aided engineering -- Periodicals; Engineering -- Computer programs -- Periodicals; Engineering -- Software -- Periodicals; Periodicals; 620.0028553
• DOI: 10.1016/j.advengsoft.2018.08.010
• Languages: English
• ISSNs: 0965-9978

Abstract

Highlights: Anisotropic PFM is coupled with multiscale finite element method to simulate complex fracture behaviour of the composite. Fracture behaviour of composite is analyzed in presence of strong and weak interfaces. An adaptive mesh discretization strategy is developed to handle multiple cracks in the composites. Composite with weak interface has higher load carrying capacity & toughness as compared to composite with strong interface. Refined mesh in the vicinity of crack can be re-converted into coarse mesh after crack propagation. Abstract: In this paper, a new multiscale phase field method (MsPFM) has been proposed to simulate crack propagation in composites. The MsPFM inherits the merits of anisotropic phase field method and multiscale finite element method. It is known that phase field simulation requires dense meshing to represent a sharp crack, thus the main aim of the MsPFM is to achieve mesh refinement in the vicinity of diffused crack/cracks. The proposed method is also used to study the interaction of a pre-existing crack with weak or strong interfaces (between matrix-fibre or between laminates) in terms of crack arrest, crack deflection, crack coalescence, and multiple cracks initiation in composites. Various numerical experiments are performed to demonstrate the effectiveness of proposed MsPFM to simulate the aforementioned failure characteristics of the composites. The crack growth trajectory obtained by the MsPFM for few test cases is validated through standard extended finite element method.