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Performance of thermally modified spruce timber in outdoor above-ground conditions: Checking, dynamic stiffness and static bending properties
Linnaeus University, Faculty of Technology, Department of Forestry and Wood Technology. (Group of Forest Products)ORCID iD: 0000-0001-6756-3682
Linnaeus University, Faculty of Technology, Department of Forestry and Wood Technology. (Group of Forest Products)ORCID iD: 0000-0002-6909-2025
Linnaeus University, Faculty of Technology, Department of Forestry and Wood Technology. Linnaeus University, Linnaeus Knowledge Environments, Advanced Materials. (Group of Forest Products)ORCID iD: 0000-0002-6390-7377
2020 (English)In: Applied Sciences, E-ISSN 2076-3417, Vol. 10, no 11, p. 1-25, article id 3975Article in journal (Refereed) Published
Sustainable development
SDG 9: Build resilient infrastructure, promote inclusive and sustainable industrialization, and foster innovation, SDG 12: Ensure sustainable consumption and production patterns
Abstract [en]

Previous studies have shown that thermally modified wood (TMW) performs well in outdoor, above‐ground conditions in terms of resistance to wood‐decaying fungi. Yet, little is known about the development of defects such as checks and the corresponding mechanical properties of TMW in this condition. This experiment focused on the effect of 30 months outdoor above‐ground exposure (weathering) on the degree of checking, dynamic stiffness and static bending properties of thermally modified timber (TMT) of Norway spruce. Two board pairs per log were cut from 190 logs; one board of each pair was thermally modified and the other used as control. Then, 90 board pairs were exposed to the weather in south Sweden. Surface checking and axial stiffness were monitored at six‐month intervals by using digital photography and non‐destructive tests (time‐of‐flight and resonance method) to monitor changes in the material upon weathering. Finally, all boards were tested destructively in a 4‐point static bending test following EN 408 standard. Results showed that weathering had no significance influence on static bending properties of TMT even though the degree of checking was considerably higher in TMT than unmodified timber after weathering. In particular, checks along growth rings were deeper, longer and more common in TMT after weathering, especially on the pith side of boards. The maximum depth of these checks did not depend on board orientation (i.e., which side was exposed) and exceeded limits given in strength grading standards for 7% of the modified boards included. Axial dynamic stiffness determined at 6‐month intervals was less influenced by fluctuations in moisture content for TMT compared to unmodified timber, but did not confirm the increase in the degree of checking of TMT. The presence of checks from weathering did influence failure modes in TMT; horizontal shear failure became more frequent and some boards failed in compression.

Place, publisher, year, edition, pages
Basel, Switzerland: MDPI, 2020. Vol. 10, no 11, p. 1-25, article id 3975
Keywords [en]
cracks, MOE, MOR, ThermoWood®, time‐of‐flight, resonance method, weathering
National Category
Wood Science
Research subject
Technology (byts ev till Engineering), Forestry and Wood Technology
Identifiers
URN: urn:nbn:se:lnu:diva-95788DOI: 10.3390/app10113975ISI: 000543385900312Scopus ID: 2-s2.0-85087013752OAI: oai:DiVA.org:lnu-95788DiVA, id: diva2:1436966
Funder
Swedish Research Council Formas, 942‐2015‐722Available from: 2020-06-08 Created: 2020-06-08 Last updated: 2023-01-11Bibliographically approved
In thesis
1. Thermally Modified Timber: Novel Aspects of Bending Behaviour Towards Grading and Structural Applications
Open this publication in new window or tab >>Thermally Modified Timber: Novel Aspects of Bending Behaviour Towards Grading and Structural Applications
2020 (English)Doctoral thesis, comprehensive summary (Other academic)
Abstract [en]

Thermally modified timber (TMT) has gained market share in Europe as an environmentally friendly and durable building material. Unfortunately, TMT products are currently prohibited for use in structural applications as there is insufficient data to estimate the loss in strength due to thermal modification. This thesis work explored the fundamentals related to the static 4-point bending (4PB) behaviour of TMT needed to expand its use in the construction sector.

The effect of treatment on checks in and around knots, and their combined effect on the 4PB behaviour of TMT, was studied with digital image correlation on 9 Norway spruce boards. For 190 matched board pairs of Norway spruce, one board was modified according to the ThermoWood® Thermo-D process, and the other remained untreated for comparison. One-hundred (100) board pairs were used to assess the effect of treatment on the 4PB properties and behaviour, and on indicating properties (IPs): density, longitudinal resonance and ultrasonic wave speed. The remaining 90 board pairs were weathered for 30 months to evaluate differences in the degree of checking, the IPs and the 4PB properties and behaviour. Fibre angle was measured on all board surfaces using a WoodEye 5 high-resolution laser scanner to study the location of failure in TMT, and to potentially improve bending strength predictions.

Thermal modification decreased the bending strength by approximately 40%; however, the presence of knots still determined the type and location of failure. Thermal modification and weathering play a critical role in the formation of severe checks in timber, but their presence had no significant influence on the bending properties. TMT could be graded using acoustic-type grading machines already available at most sawmills, and these principles could be applied to predict the presence of internal checks. Scanning the fibre direction improved strength predictions of TMT and enabled the failure location to be predicted. Grading timber before thermal modification could reduce the rejection rate of TMT if manufacturers select raw material that is resistant to internal checking and is of a suitable grade.

Place, publisher, year, edition, pages
Växjö: Linnaeus University Press, 2020. p. 64
Series
Linnaeus University Dissertations ; 392
Keywords
checks, cracks, digital image correlation, four-point static bending, fracture characteristics, grade determining properties, non-destructive testing, Norway spruce, machine learning, outdoor above-ground exposure, timber grading, scanning electron microscopy, scanning of fibre direction, strain distribution, ThermoWood®, weathering
National Category
Wood Science Other Civil Engineering
Research subject
Technology (byts ev till Engineering), Forestry and Wood Technology; Technology (byts ev till Engineering), Civil engineering
Identifiers
urn:nbn:se:lnu:diva-98135 (URN)9789189081895 (ISBN)9789189081901 (ISBN)
Public defence
2020-10-16, N1017, N house, Växjö, 13:00 (English)
Opponent
Supervisors
Funder
Swedish Research Council Formas, 942-2015-722
Available from: 2020-09-23 Created: 2020-09-23 Last updated: 2025-02-27Bibliographically approved

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van Blokland, JoranAdamopoulos, StergiosAhmed, Sheikh Ali

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