Fiber-Reinforced Plywood: Increased Performance with Less Raw Material.

basalt fiber carbon footprint layered structures plywood reinforcement

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
01 Jul 2024
Historique:
received: 15 05 2024
revised: 23 06 2024
accepted: 25 06 2024
medline: 13 7 2024
pubmed: 13 7 2024
entrez: 13 7 2024
Statut: epublish

Résumé

Fiber-reinforced plywood is a composite material that combines the natural strength and rigidity of plywood with the added durability and resilience provided by reinforcing fibers. This type of plywood is designed to offer improved characteristics over standard plywood, including enhanced strength, stiffness, resistance to impact and moisture, and environmental degradation. By integrating reinforcing fibers, such as glass, carbon, or natural fibers (like flax, bamboo, or hemp) into or onto plywood, manufacturers can create a material that is better suited for applications where traditional plywood might fall short or when a decrease in product weight or savings in wood raw material are necessary. This report reviews the current progress in fiber-reinforced plywood in the context of plywood as a construction material to better understand the potential gains in plywood applications, mechanical parameters, and material savings. It is found that a simple and cost-effective procedure of fiber reinforcement allows for substantial improvements in plywood's mechanical properties, typically to the extent of 10-40%. It is suggested that the wider adoption of fiber-reinforced plywood, especially in load- and impact-bearing applications, would greatly contribute to enhanced durability and longevity of the material while also allowing for more sustainable use of raw wood material.

Identifiants

pubmed: 38998303
pii: ma17133218
doi: 10.3390/ma17133218
pii:
doi:

Types de publication

Journal Article Review

Langues

eng

Subventions

Organisme : Estonian Research Council
ID : EAG255
Organisme : Estonian Research Council
ID : PRG1198
Organisme : Estonian Research Council
ID : PRG2213
Organisme : Estonian Research Council
ID : TemTa80
Organisme : Estonian Centre of Excellence in Energy Efficiency
ID : TK230

Auteurs

Kristjan Saal (K)

Institute of Physics, University of Tartu, W Ostwaldi 1, 50090 Tartu, Estonia.

Heikko Kallakas (H)

Laboratory of Wood Technology, Department of Material and Environmental Technology, Tallinn University of Technology, 19086 Tallinn, Estonia.

Eero Tuhkanen (E)

Structural Engineering Research Group, Department of Civil Engineering and Architecture, Tallinn University of Technology, 19086 Tallinn, Estonia.

Alar Just (A)

Structural Engineering Research Group, Department of Civil Engineering and Architecture, Tallinn University of Technology, 19086 Tallinn, Estonia.

Anti Rohumaa (A)

Laboratory of Wood Technology, Department of Material and Environmental Technology, Tallinn University of Technology, 19086 Tallinn, Estonia.

Jaan Kers (J)

Laboratory of Wood Technology, Department of Material and Environmental Technology, Tallinn University of Technology, 19086 Tallinn, Estonia.

Targo Kalamees (T)

Nearly Zero Energy Buildings Research Group, Department of Civil Engineering and Architecture, Tallinn University of Technology, 19086 Tallinn, Estonia.

Rynno Lohmus (R)

Institute of Physics, University of Tartu, W Ostwaldi 1, 50090 Tartu, Estonia.

Classifications MeSH