Cargando…

Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements

Timber is one of the fundamental materials of human civilization, it is very useful and ecologically acceptable in its natural environment, and it fits very well with modern trends in green construction. The paper presents innovative hollow glued laminated (GL) timber elements intended for log-house...

Descripción completa

Detalles Bibliográficos
Autores principales: Perković, Nikola, Barbalić, Jure, Rajčić, Vlatka, Duvnjak, Ivan
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9415672/
https://www.ncbi.nlm.nih.gov/pubmed/36015662
http://dx.doi.org/10.3390/polym14163403
_version_ 1784776288611860480
author Perković, Nikola
Barbalić, Jure
Rajčić, Vlatka
Duvnjak, Ivan
author_facet Perković, Nikola
Barbalić, Jure
Rajčić, Vlatka
Duvnjak, Ivan
author_sort Perković, Nikola
collection PubMed
description Timber is one of the fundamental materials of human civilization, it is very useful and ecologically acceptable in its natural environment, and it fits very well with modern trends in green construction. The paper presents innovative hollow glued laminated (GL) timber elements intended for log-house construction. Due to the lack of data on the behavior of the hollow timber section in compression perpendicular to the grain, the paper presented involves testing the compression strength of elliptical hollow cross-section glue-laminated timber specimens made of softwood and hardwood, as well as full cross-section glue-laminated softwood timber specimens. The experimental research was carried out on a total of 120 specimens. With the maximal reduction of 26% compared to the full cross-section, regardless of the type of wood and direction of load, the compression strength perpendicular to the grain of hollow specimens decreases by about 55% compared to the full cross-section, with the coefficient k(c,90) equal to 1.0. For load actions at the edge and the middle of the element, k(c,90) factors were obtained with a value closer to those obtained for full cross-section, which indicates the same phenomenology, regardless of cross-sectional weakening. At the same time, the factors in the stronger axis are lower by about 10%, and in the weaker axis by about 30% compared to those prescribed by the Eurocode. Experimental research was confirmed by FEM analysis. Comparative finite element analysis was performed in order to provide recommendations for future research and, consequently, to determine the optimal cross-section form of the hollow GL timber element. By removing the holes in the central part of the cross-section, the stress is reduced. The distance of the holes from the edges defines the local cracking. Finally, if the holes are present only in the central part of the element, the behavior of the element is more favorable.
format Online
Article
Text
id pubmed-9415672
institution National Center for Biotechnology Information
language English
publishDate 2022
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-94156722022-08-27 Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements Perković, Nikola Barbalić, Jure Rajčić, Vlatka Duvnjak, Ivan Polymers (Basel) Article Timber is one of the fundamental materials of human civilization, it is very useful and ecologically acceptable in its natural environment, and it fits very well with modern trends in green construction. The paper presents innovative hollow glued laminated (GL) timber elements intended for log-house construction. Due to the lack of data on the behavior of the hollow timber section in compression perpendicular to the grain, the paper presented involves testing the compression strength of elliptical hollow cross-section glue-laminated timber specimens made of softwood and hardwood, as well as full cross-section glue-laminated softwood timber specimens. The experimental research was carried out on a total of 120 specimens. With the maximal reduction of 26% compared to the full cross-section, regardless of the type of wood and direction of load, the compression strength perpendicular to the grain of hollow specimens decreases by about 55% compared to the full cross-section, with the coefficient k(c,90) equal to 1.0. For load actions at the edge and the middle of the element, k(c,90) factors were obtained with a value closer to those obtained for full cross-section, which indicates the same phenomenology, regardless of cross-sectional weakening. At the same time, the factors in the stronger axis are lower by about 10%, and in the weaker axis by about 30% compared to those prescribed by the Eurocode. Experimental research was confirmed by FEM analysis. Comparative finite element analysis was performed in order to provide recommendations for future research and, consequently, to determine the optimal cross-section form of the hollow GL timber element. By removing the holes in the central part of the cross-section, the stress is reduced. The distance of the holes from the edges defines the local cracking. Finally, if the holes are present only in the central part of the element, the behavior of the element is more favorable. MDPI 2022-08-19 /pmc/articles/PMC9415672/ /pubmed/36015662 http://dx.doi.org/10.3390/polym14163403 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Perković, Nikola
Barbalić, Jure
Rajčić, Vlatka
Duvnjak, Ivan
Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements
title Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements
title_full Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements
title_fullStr Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements
title_full_unstemmed Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements
title_short Compressive Strength Properties Perpendicular to the Grain of Hollow Glue-Laminated Timber Elements
title_sort compressive strength properties perpendicular to the grain of hollow glue-laminated timber elements
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9415672/
https://www.ncbi.nlm.nih.gov/pubmed/36015662
http://dx.doi.org/10.3390/polym14163403
work_keys_str_mv AT perkovicnikola compressivestrengthpropertiesperpendiculartothegrainofhollowgluelaminatedtimberelements
AT barbalicjure compressivestrengthpropertiesperpendiculartothegrainofhollowgluelaminatedtimberelements
AT rajcicvlatka compressivestrengthpropertiesperpendiculartothegrainofhollowgluelaminatedtimberelements
AT duvnjakivan compressivestrengthpropertiesperpendiculartothegrainofhollowgluelaminatedtimberelements