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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/19163
Title: Numerical modelling of crack initiation, propagation and branching under dynamic loading
Authors: Islam, Md Rushdie Ibne
Keywords: Civil engineering
Smoothed particle hydrodynamics (SPH)
Pseudo-spring method
Crack branching
Fracture simulation
3D fracture modeling
Issue Date: Feb-2020
Publisher: Elsevier
Abstract: In this paper crack initiation, propagation and branching phenomena are simulated using the Pseudo-Spring Smoothed Particle Hydrodynamics (SPH) in two and three-dimensional domains. The pseudo-spring analogy is used to model material damage. Here, the interaction of particles is limited to its initial immediate neighbours. The particles are connected via springs. These springs do not provide any extra stiffness in the system but only define the level of interaction between the connecting pairs. It is assumed that a crack has passed through a spring connecting a particle pair if the damage indicator of that spring becomes more than a predefined value. The crack branching of a pre-notched plate under dynamic loading and the effect of loading amplitude are studied. The computed crack speeds, crack paths and surfaces are compared with experimental and numerical results available in the literature and are found to be in good agreement. Next, the effect of notch location for a plate with a circular hole is studied. The ability of the framework to model arbitrary crack paths and surfaces are also demonstrated via three-dimensional simulations of chalk under torsion, Kalthoff-Winkler experiment, Taylor bullet impact and crack branching.
URI: https://www.sciencedirect.com/science/article/abs/pii/S001379441930582X
http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/19163
Appears in Collections:Department of Civil Engineering

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