@inproceedings{0d7fe5d94be9485c906a388ac36c95d3,
title = "A dynamically consistent gradient model derived from a discrete microstructure: higher-order stiffness and higher-order inertia",
abstract = "Higher-order gradient models are derived from a discrete microstructure via continualisation procedures. Distinction is made between standard continualisation, which inevitably lead to anomalies in the dispersive behaviour of the resulting continuum, and a newly proposed alternative continualisation, by which these anomalies can be avoided completely. The new continualisation method results in a continuum description that is dynamically consistent, in the sense that each higher-order stiffness term is accompanied by a higher-order inertia term. Furthermore, the static version of the model is able to eliminate singularities from the strain field.",
author = "H Askes and A Metrikine and H Naaktgeboren",
year = "2003",
doi = "10.1201/9781003762508-6",
language = "English",
isbn = "90 5809 536 3",
publisher = "Swets \& Zeitlinger",
pages = "43--51",
editor = "N Bicanic and \{de Borst\}, R and H Mang and G Meschke",
booktitle = "Computational modelling of concrete structures",
address = "Netherlands",
note = "proceedings of the euro-c conference; march 2003 Austria ; Conference date: 17-03-2003 Through 20-03-2003",
}