Producing Hardwood Cross-Laminated Timber (HCLT) Mats from Low-Grade Red Oak Lumber
Jonathan R. Norris, Curt C. Hassler, Levente Dénes, Gloria S. Oporto, Balazs Bencsik, Joseph F. McNeel
1 stycznia 2024 · Forest Products Journal
Publikacja nie jest oznaczona jako Open Access. Pełny tekst może wymagać dostępu przez wydawcę.
Streszczenie
Brak zatwierdzonego streszczenia. Przeczytaj abstrakt poniżej lub otwórz oryginalną publikację.
Abstrakt
The use of cross-laminated timber (CLT) has significantly grown in North America, but hardwood species have not yet been deemed a viable raw material for manufacturing CLT panels. Therefore, softwood species continue to serve as the only approved material for CLT in structural applications according to ANSI/APA PRG-320. Nonstructural CLT products that utilize low-grade lumber from hardwood species, are a good option for introducing hardwoods into the CLT market. Of the hardwood species located within Appalachia, northern red oak ( Quercus rubra ) is readily available. The purpose of this research was to develop hardwood cross-laminated timber mats utilizing low-grade red oak lumber. In order to manufacture red oak CLT mats, the best adhesive and bonding parameters had to be identified. Overall, sample CLT panels were made using three adhesives with nine different setups for each adhesive. The sample panels were processed into smaller blocks and separated for cyclic delamination and shear-block tests following the ANSI/APA PRG-320 standards. This research determined that a phenol–resorcinol formaldehyde (PRF) adhesive produced the lowest percentage of delamination, satisfying the delamination requirements. The PRF adhesive also produced the largest percentage of wood failure in shear-block testing, however, the results fell short of meeting the requirements. A Taguchi statistical analysis was used to predict the optimal bonding parameters for each adhesive. The optimized bonding parameters for the polyurethane (PUR) adhesive produced favorable results, indicating the delamination results have the potential to nearly meet the standard requirements, while the predicted shear results would exceed the requirements.
Abstrakt w wersji dostarczonej przez źródło. Pełny tekst może być ograniczony przez wydawcę.
Powiązane publikacje
Mechanical properties of sweet chestnut sawn wood and glulam performance
15 maj 2025 · Carlos Eduardo de Jesus Martins, Cláudio Ferreira, Sandra R. S. Monteiro i in. · European Journal of Wood and Wood Products
Moisture-induced timber joining - Utilizing the hygroscopicity and shape-memory effect of wood resulting in dimensional change in a prefabricated wood-only, self-built, sawn timber system for affordable housing in Colombia
1 mar 2024 · Max Salzberger, Juan Sebastian Cruz Rojas, Gilbert Koskamp · Research Square
Buckling of adhesive-free Wooden-Dowelled Cross-Laminated Timber panels
24 lis 2025 · Yue Wang, Angelo Aloisio, Dag Pasquale Pasca i in. · Engineering Structures
The flexural and sawn timber properties of Pinus patula × tecunumanii (low elevation) from the southern Cape, South Africa
5 lis 2025 · C. Brand Wessels, Christel Malek, Gary R. Hodge i in. · Southern Forests a Journal of Forest Science