A configurational force-based material point method for crack propagation modelling in 2D (2022)
Attributed to:
Resilient rail infrastructure: dissipation driven fracture analysis of concrete support systems
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1016/j.tafmec.2021.103186
Publication URI: http://dx.doi.org/10.1016/j.tafmec.2021.103186
Type: Journal Article/Review
Parent Publication: Theoretical and Applied Fracture Mechanics