Understanding dynamic crack growth in structured systems with the Wiener-Hopf technique: Lecture 2
- đ¤ Speaker: Michael Nieves (Keele University; University of Cagliari; University of Liverpool)
- đ Date & Time: Friday 09 August 2019, 14:15 - 15:30
- đ Venue: Seminar Room 1, Newton Institute
Abstract
Crack propagation is a process accompanied by multiple phenomena at different scales. In particular, when a crack grows, microstructural vibrations are released, emanating from the crack tip. Continuous models of dynamic cracks are well known to omit information concerning these microstructural processes [1]. On the other hand, tracing these vibrations on the microscale is possible if one considers a crack propagating in a structured system, such as a lattice [2, 3]. These models have a particular relevance in the design of metamaterials, whose microstructure can be tailored to control dynamic effects for a variety of practical purposes [4]. Similar approaches have been recently paving new pathways to understanding failure processes in civil engineering systems [5, 6].
In this lecture, we aim to demonstrate the importance of the Wiener-Hopf technique in the analysis and solution of problems concerning waves and crack propagation in discrete periodic media. We begin with the model of a lattice system containing a crack and show how this can be reduced to a scalar Wiener-Hopf equation through the Fourier transform. From this functional equation we identify all possible dynamic processes complementing the crack growth. We determine the solution to the problem and how this is used to predict crack growth regimes in numerical simulations. Other applications of the adopted method, including the analysis of the progressive collapse of large-scale structures, are discussed.
References [1] Marder, M. and Gross, S. (1995): Origin of crack tip instabilities, J. Mech. Phys. Solids 43, no. 1, 1- 48. [2] Slepyan, L.I. (2001): Feeding and dissipative waves in fracture and phase transition I. Some 1D structures and a square-cell lattice, J. Mech. Phys. Solids 49, 469-511. [3] Slepyan, L.I. (2002): Models and Phenomena in Fracture Mechanics, Foundations of Engineering Mechanics, Springer. [4] Mishuris, G.S., Movchan, A.B. and Slepyan, L.I., (2007): Waves and fracture in an inhomogeneous lattice structure, Wave Random Complex 17, no. 4, 409-428. [5] Brun, M., Giaccu, G.F., Movchan, A.B., and Slepyan, L. I., (2014): Transition wave in the collapse of the San Saba Bridge, Front. Mater. 1:12. doi: 10.3389/fmats.2014.00012. [6] Nieves, M.J., Mishuris, G.S., Slepyan, L.I., (2016): Analysis of dynamic damage propagation in discrete beam structures, Int. J. Solids Struct. 97-98, 699-713.
Series This talk is part of the Isaac Newton Institute Seminar Series series.
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Michael Nieves (Keele University; University of Cagliari; University of Liverpool)
Friday 09 August 2019, 14:15-15:30