Gradient elasticity is a constitutive framework that takes into account the microstructure of an elastic material. It considers that, in addition to the strains, second-order derivatives of the displacement also affect the energy stored in the medium. Three different yet equivalent forms of gradient elasticity can be found in the literature, reflecting the different ways in which the second-order derivatives can be grouped to form other physically meaningful quantities. This paper presents a general discretisation of gradient elasticity that can be applied to all three forms, based on the finite-element displacement formulation. The presence of higher order terms requires C1-continuous interpolation, and some appropriate two- and three-dimensional elements are presented. Numerical results for the displacement, stress and strain fields around cracks are shown and compared with available solutions, demonstrating the robustness and accuracy of the numerical scheme and investigating the effect of microstructure in the context of fracture mechanics.
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June 2010
Research Article|
June 01 2010
Numerical solution of crack problems in gradient elasticity Available to Purchase
S.-A. Papanicolopulos, MSc, PhD;
S.-A. Papanicolopulos, MSc, PhD
Postdoctoral Researcher
Department of Mechanics, National Technical University of Athens, Greece
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A. Zervos, PhD
A. Zervos, PhD
Senior Lecturer
School of Civil Engineering and the Environment, University of Southampton, UK
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Publisher: Emerald Publishing
Revision Received:
February 21 2009
Accepted:
April 21 2009
Online ISSN: 1755-0785
Print ISSN: 1755-0777
© 2010 Thomas Telford Ltd
2010
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (2010) 163 (2): 73–82.
Article history
Revision Received:
February 21 2009
Accepted:
April 21 2009
Citation
Papanicolopulos S, Zervos A (2010), "Numerical solution of crack problems in gradient elasticity". Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, Vol. 163 No. 2 pp. 73–82, doi: https://doi.org/10.1680/eacm.2010.163.2.73
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