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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 108
PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING
Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping
Paper 221

From CT Scans of Wood to Finite Element Meshes

J. Vorel, J. Sýkora, S. Urbanová and M. Šejnoha

Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic

Full Bibliographic Reference for this paper
, "From CT Scans of Wood to Finite Element Meshes", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 221, 2015. doi:10.4203/ccp.108.221
Keywords: wood, X-ray microtomography, image.

Summary

This paper describes the evaluation of effective elastic properties of both softwood, represented by pine, and hardwood, represented by beech. In achieving this the X-ray microtomography is adopted first to yield a suitable computational model, a unit cell (UC), capturing the essential details of specific microstructures of both types of wood. Prediction of the effective homogenized properties then follows from the application of a first order homogenization technique to the UC model. Both standard finite element as well as extended finite element based approaches to discretize the UC are examined. Due to the lack of periodicity we accept the properties extracted from UC simulations subject to the assumption of zero fluctuations of the local displacement field enforced on the external surfaces of the UC model. These predictions are finally compared with those provided solely by classical micromechanical models such as the self-consistent and the Mori-Tanaka methods. Suitability of both approaches is also discussed.

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