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Fracture behaviour of historic and new oak wood

Recent museum studies have indicated the appearance of cracks and dimensional changes on decorated oak panels in historical Dutch cabinets and panel paintings. A thorough analysis of these damage mechanisms is needed to obtain a comprehensive understanding of the causes of damage and to advise museu...

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Autores principales: Luimes, R. A., Suiker, A. S. J., Verhoosel, C. V., Jorissen, A. J. M., Schellen, H. L.
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Springer Berlin Heidelberg 2018
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6428354/
https://www.ncbi.nlm.nih.gov/pubmed/30956366
http://dx.doi.org/10.1007/s00226-018-1038-6
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author Luimes, R. A.
Suiker, A. S. J.
Verhoosel, C. V.
Jorissen, A. J. M.
Schellen, H. L.
author_facet Luimes, R. A.
Suiker, A. S. J.
Verhoosel, C. V.
Jorissen, A. J. M.
Schellen, H. L.
author_sort Luimes, R. A.
collection PubMed
description Recent museum studies have indicated the appearance of cracks and dimensional changes on decorated oak panels in historical Dutch cabinets and panel paintings. A thorough analysis of these damage mechanisms is needed to obtain a comprehensive understanding of the causes of damage and to advise museums on future sustainable preservation strategies and rational guidelines for indoor climate specifications. For this purpose, a combined experimental-numerical characterization of the fracture behaviour of oak wood of various ages is presented in this communication. Three-point bending tests were performed on historical samples dated 1300 and 1668 A.D. and on new samples. The measured failure responses and fracture paths are compared against numerical results computed with a finite element model. The discrete fracture behaviour is accurately simulated by using a robust interface damage model in combination with a dissipation-based path-following technique. The results indicate that the samples dated 1300 A.D. show a quasi-brittle fracture response, while the samples dated 1668 A.D. and the new samples show a rather brittle failure response. Further, the local tensile strength of the oak wood decreases with age in an approximately linear fashion, thus indicating a so-called ageing effect. Numerical simulations show that, due to small imperfections at the notch tip of the specimen, the maximal load carrying capacity under three-point bending may decrease by maximally [Formula: see text] . A comparison between a calibration of the experimental results by isotropic and orthotropic elastic models shows that the peak load is 10–[Formula: see text] higher for the orthotropic elastic model. Finally, no significant dependence of the fracture toughness on the age of the oak wood and on the orientation of the fracture plane has been found. The strength and toughness values measured can be used as input for advanced numerical simulations on climate-induced damage in decorated oak wooden panels and panel paintings.
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spelling pubmed-64283542019-04-05 Fracture behaviour of historic and new oak wood Luimes, R. A. Suiker, A. S. J. Verhoosel, C. V. Jorissen, A. J. M. Schellen, H. L. Wood Sci Technol Original Recent museum studies have indicated the appearance of cracks and dimensional changes on decorated oak panels in historical Dutch cabinets and panel paintings. A thorough analysis of these damage mechanisms is needed to obtain a comprehensive understanding of the causes of damage and to advise museums on future sustainable preservation strategies and rational guidelines for indoor climate specifications. For this purpose, a combined experimental-numerical characterization of the fracture behaviour of oak wood of various ages is presented in this communication. Three-point bending tests were performed on historical samples dated 1300 and 1668 A.D. and on new samples. The measured failure responses and fracture paths are compared against numerical results computed with a finite element model. The discrete fracture behaviour is accurately simulated by using a robust interface damage model in combination with a dissipation-based path-following technique. The results indicate that the samples dated 1300 A.D. show a quasi-brittle fracture response, while the samples dated 1668 A.D. and the new samples show a rather brittle failure response. Further, the local tensile strength of the oak wood decreases with age in an approximately linear fashion, thus indicating a so-called ageing effect. Numerical simulations show that, due to small imperfections at the notch tip of the specimen, the maximal load carrying capacity under three-point bending may decrease by maximally [Formula: see text] . A comparison between a calibration of the experimental results by isotropic and orthotropic elastic models shows that the peak load is 10–[Formula: see text] higher for the orthotropic elastic model. Finally, no significant dependence of the fracture toughness on the age of the oak wood and on the orientation of the fracture plane has been found. The strength and toughness values measured can be used as input for advanced numerical simulations on climate-induced damage in decorated oak wooden panels and panel paintings. Springer Berlin Heidelberg 2018-07-18 2018 /pmc/articles/PMC6428354/ /pubmed/30956366 http://dx.doi.org/10.1007/s00226-018-1038-6 Text en © The Author(s) 2018 Open AccessThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
spellingShingle Original
Luimes, R. A.
Suiker, A. S. J.
Verhoosel, C. V.
Jorissen, A. J. M.
Schellen, H. L.
Fracture behaviour of historic and new oak wood
title Fracture behaviour of historic and new oak wood
title_full Fracture behaviour of historic and new oak wood
title_fullStr Fracture behaviour of historic and new oak wood
title_full_unstemmed Fracture behaviour of historic and new oak wood
title_short Fracture behaviour of historic and new oak wood
title_sort fracture behaviour of historic and new oak wood
topic Original
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6428354/
https://www.ncbi.nlm.nih.gov/pubmed/30956366
http://dx.doi.org/10.1007/s00226-018-1038-6
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