Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study

The goal of this work is to suggest a method for assessing the state of salvaged glued laminated timber and deciding whether it is appropriate for reuse. After conducting a thorough analysis of the wood pathology, a decision tree mind map was created. This was followed by the application of this met...

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Main Authors: Aghiless Yahmi, Mustapha Nouri, Mahfoud Tahlaiti, Abdelhafid Khelidj, Charlène Raffin, Nicolas Place
Format: Article
Language:English
Published: MDPI AG 2023-11-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/12/2929
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author Aghiless Yahmi
Mustapha Nouri
Mahfoud Tahlaiti
Abdelhafid Khelidj
Charlène Raffin
Nicolas Place
author_facet Aghiless Yahmi
Mustapha Nouri
Mahfoud Tahlaiti
Abdelhafid Khelidj
Charlène Raffin
Nicolas Place
author_sort Aghiless Yahmi
collection DOAJ
description The goal of this work is to suggest a method for assessing the state of salvaged glued laminated timber and deciding whether it is appropriate for reuse. After conducting a thorough analysis of the wood pathology, a decision tree mind map was created. This was followed by the application of this methodology to evaluate a salvaged glulam frame obtained from a demolition site. To ensure the reliability of this approach, laboratory-based ex situ tests were carried out. A working protocol was established for obtaining a sample of the salvaged timber, and its characteristics were identified by examining the species, density, type of adhesive and its shear resistance, as well as the mechanical properties in the bending of both single and double laminates of timber. The results concluded that the glulam under investigation can be reused. The results revealed that the wood was spruce, with a density of 420 ± 45 kg/m<sup>3</sup> under dry conditions. The glue used was melamine–urea–formaldehyde with a shear strength of 7.37 ± 1.79 MPa, which is below the standard threshold. The results of the bending strength and modulus of elasticity show that the single laminations and glulam are class C16 and class GL20H, respectively.
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spelling doaj.art-fe8cdb1e4c9b45b08d5e6da9fe6207d62023-12-22T13:57:48ZengMDPI AGBuildings2075-53092023-11-011312292910.3390/buildings13122929Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental StudyAghiless Yahmi0Mustapha Nouri1Mahfoud Tahlaiti2Abdelhafid Khelidj3Charlène Raffin4Nicolas Place5Icam School of Engineering, Nantes Campus, 35 Av. du Champ de Manœuvres, 44470 Carquefou, FranceIcam School of Engineering, Nantes Campus, 35 Av. du Champ de Manœuvres, 44470 Carquefou, FranceIcam School of Engineering, Nantes Campus, 35 Av. du Champ de Manœuvres, 44470 Carquefou, FranceNantes Université, Ecole Centrale de Nantes, CNRS, GeM, UMR 6183, F-44600 Saint-Nazaire, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 77420 Marne-la-Vallée, FranceCentre Scientifique et Technique du Bâtiment (CSTB), 77420 Marne-la-Vallée, FranceThe goal of this work is to suggest a method for assessing the state of salvaged glued laminated timber and deciding whether it is appropriate for reuse. After conducting a thorough analysis of the wood pathology, a decision tree mind map was created. This was followed by the application of this methodology to evaluate a salvaged glulam frame obtained from a demolition site. To ensure the reliability of this approach, laboratory-based ex situ tests were carried out. A working protocol was established for obtaining a sample of the salvaged timber, and its characteristics were identified by examining the species, density, type of adhesive and its shear resistance, as well as the mechanical properties in the bending of both single and double laminates of timber. The results concluded that the glulam under investigation can be reused. The results revealed that the wood was spruce, with a density of 420 ± 45 kg/m<sup>3</sup> under dry conditions. The glue used was melamine–urea–formaldehyde with a shear strength of 7.37 ± 1.79 MPa, which is below the standard threshold. The results of the bending strength and modulus of elasticity show that the single laminations and glulam are class C16 and class GL20H, respectively.https://www.mdpi.com/2075-5309/13/12/2929glulamreuse protocolmechanical propertiesadhesive shear strengthmind map
spellingShingle Aghiless Yahmi
Mustapha Nouri
Mahfoud Tahlaiti
Abdelhafid Khelidj
Charlène Raffin
Nicolas Place
Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study
Buildings
glulam
reuse protocol
mechanical properties
adhesive shear strength
mind map
title Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study
title_full Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study
title_fullStr Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study
title_full_unstemmed Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study
title_short Mind-Mapping Assessment of Reuse Potential of Glulam: An Experimental Study
title_sort mind mapping assessment of reuse potential of glulam an experimental study
topic glulam
reuse protocol
mechanical properties
adhesive shear strength
mind map
url https://www.mdpi.com/2075-5309/13/12/2929
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AT abdelhafidkhelidj mindmappingassessmentofreusepotentialofglulamanexperimentalstudy
AT charleneraffin mindmappingassessmentofreusepotentialofglulamanexperimentalstudy
AT nicolasplace mindmappingassessmentofreusepotentialofglulamanexperimentalstudy