Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Effects of Adhesive Types and Structural Configurations on Shear Performance of Laminated Board from Two Gigantochloa Bamboos

View through CrossRef
Semantan (Gigantochloa scortechinii) and beting (Gigantochloa levis) bamboo are the two Malaysian bamboo that are suitable to be converted into laminated bamboo boards. One of the main criteria for laminated board is its good bondability, which is determined by shear performance. The shear performance of laminated board is influenced by several factors such as the species used, adhesive types and lamination configurations. Therefore, in this study, laminated bamboo boards were produced using Semantan and Beting bamboo bonded with phenol–resorcinol–formaldehyde (PRF) and polyurethane (PUR) adhesives. Different configurations (lay-up patterns and strip arrangements) were used during the consolidation of the laminated boards. The bamboo strips were arranged in three different arrangements, namely vertical, horizontal and mixed, and then assembled into a three-layered structure with two lay-up patterns, which are perpendicular and parallel. Shear performances, such as shear strength, bamboo failure and delamination of the boards, were evaluated. The results revealed that the adhesive type and lay-up pattern were the most influential factors on the shear performance. PRF-bonded laminated bamboo boards outperformed PUR-bonded laminated bamboo boards in terms of shear strength and bamboo failure but PUR bonding had better bond durability as indicated by its low delamination. Boards laminated parallelly significantly outperformed those bonded perpendicularly. As for strip arrangement, PRF-bonded laminated boards were less influenced by it compared to PUR-bonded laminated boards. The results suggested that PRF is a better adhesive for bamboo lamination due to its higher shear performance and more consistent performance across structural configurations (lay-up patterns and strip arrangements).
Title: Effects of Adhesive Types and Structural Configurations on Shear Performance of Laminated Board from Two Gigantochloa Bamboos
Description:
Semantan (Gigantochloa scortechinii) and beting (Gigantochloa levis) bamboo are the two Malaysian bamboo that are suitable to be converted into laminated bamboo boards.
One of the main criteria for laminated board is its good bondability, which is determined by shear performance.
The shear performance of laminated board is influenced by several factors such as the species used, adhesive types and lamination configurations.
Therefore, in this study, laminated bamboo boards were produced using Semantan and Beting bamboo bonded with phenol–resorcinol–formaldehyde (PRF) and polyurethane (PUR) adhesives.
Different configurations (lay-up patterns and strip arrangements) were used during the consolidation of the laminated boards.
The bamboo strips were arranged in three different arrangements, namely vertical, horizontal and mixed, and then assembled into a three-layered structure with two lay-up patterns, which are perpendicular and parallel.
Shear performances, such as shear strength, bamboo failure and delamination of the boards, were evaluated.
The results revealed that the adhesive type and lay-up pattern were the most influential factors on the shear performance.
PRF-bonded laminated bamboo boards outperformed PUR-bonded laminated bamboo boards in terms of shear strength and bamboo failure but PUR bonding had better bond durability as indicated by its low delamination.
Boards laminated parallelly significantly outperformed those bonded perpendicularly.
As for strip arrangement, PRF-bonded laminated boards were less influenced by it compared to PUR-bonded laminated boards.
The results suggested that PRF is a better adhesive for bamboo lamination due to its higher shear performance and more consistent performance across structural configurations (lay-up patterns and strip arrangements).

Related Results

Characteristics laminates composite bamboo
Characteristics laminates composite bamboo
The main plants in Indonesian people's plantations are apus bamboo (Gigantochloa apus), wulung bamboo (Gigantochloa atroviolacea) and tutul bamboo (Bambusa maculat). Apart from bei...
Optimization of magnetoelectricity in thickness shear mode LiNbO3/magnetostrictive laminated composite
Optimization of magnetoelectricity in thickness shear mode LiNbO3/magnetostrictive laminated composite
Magnetoelectric (ME) composites have recently attracted much attention and triggered a great number of research activities, owing to their potential applications in sensors and tra...
Application of laminated and cross-laminated timber in reconstruction and new construction
Application of laminated and cross-laminated timber in reconstruction and new construction
The article is devoted to the actual problem of restoration of construction objects of Ukraine destroyed as a result of military actions. The issue of manufacturing and effective a...
Increased strength of laminated bamboo beams using a shear connector adhesive method
Increased strength of laminated bamboo beams using a shear connector adhesive method
AbstractAt this time the timber with good quality has been difficult to obtain, so the wood is increasingly rare for building construction. To reduce deforestation due to logging f...
Observations of the soil particle movement during direct shear tests on soil-geosynthetic interfaces
Observations of the soil particle movement during direct shear tests on soil-geosynthetic interfaces
The shear strength between soil-geosynthetic interface has been well studied by conducting large scale direct shear tests. However, the documents of the development of shear band a...
Friction Corrections for Small-Scale Direct Shear, Residual Shear, and Interface Shear Box Tests
Friction Corrections for Small-Scale Direct Shear, Residual Shear, and Interface Shear Box Tests
ABSTRACT ERRATUM: This paper published online on November 26, 2024, with the authors’ affiliations incorrectly listed as “Geotechnical Laboratory.” The authors’ affi...
Simple shear is not so simple! Kinematics and shear senses in Newtonian viscous simple shear zones
Simple shear is not so simple! Kinematics and shear senses in Newtonian viscous simple shear zones
AbstractThis work develops an analytical model of shear senses within an inclined ductile simple shear zone with parallel rigid boundaries and incompressible Newtonian viscous rheo...
Form Follows Force: A theoretical framework for Structural Morphology, and Form-Finding research on shell structures
Form Follows Force: A theoretical framework for Structural Morphology, and Form-Finding research on shell structures
The springing up of freeform architecture and structures introduces many challenges to structural engineers. The main challenge is to generate structural forms with high structural...

Back to Top