Javascript must be enabled to continue!
A Review of Shear Properties for Malaysian Tropical Timber in Structural Size
View through CrossRef
In recent years, the studies on producing data on physical and mechanical properties of Malaysian timber specimens have evolved from small clear specimen to structural size specimen, where most of the research method was based on the American Standard Testing Manual ASTM D198. Numerous data regarding mechanical properties on structural size specimen have been produced through this method, such as bending and compression test. Unfortunately, studies on shear properties on structural size timber are very scarce. It has reviewed that the global timber researchers are focusing to produce data on shear properties of European timber species such as Oak, Spruce and Pine where both shear strength and shear modulus data were obtained from bending and torsion test. Furthermore, from the review of the existing literature, it is clear that there is no proper studies focusing on development of shear properties of Malaysian tropical timber, especially torsion test in accordance with EN 408:2010. Therefore, the aim of this study is to investigate the shear properties (shear strength and shear modulus) of Malaysian Tropical Timber in large size.
Trans Tech Publications, Ltd.
Title: A Review of Shear Properties for Malaysian Tropical Timber in Structural Size
Description:
In recent years, the studies on producing data on physical and mechanical properties of Malaysian timber specimens have evolved from small clear specimen to structural size specimen, where most of the research method was based on the American Standard Testing Manual ASTM D198.
Numerous data regarding mechanical properties on structural size specimen have been produced through this method, such as bending and compression test.
Unfortunately, studies on shear properties on structural size timber are very scarce.
It has reviewed that the global timber researchers are focusing to produce data on shear properties of European timber species such as Oak, Spruce and Pine where both shear strength and shear modulus data were obtained from bending and torsion test.
Furthermore, from the review of the existing literature, it is clear that there is no proper studies focusing on development of shear properties of Malaysian tropical timber, especially torsion test in accordance with EN 408:2010.
Therefore, the aim of this study is to investigate the shear properties (shear strength and shear modulus) of Malaysian Tropical Timber in large size.
Related Results
On Flores Island, do "ape-men" still exist? https://www.sapiens.org/biology/flores-island-ape-men/
On Flores Island, do "ape-men" still exist? https://www.sapiens.org/biology/flores-island-ape-men/
<span style="font-size:11pt"><span style="background:#f9f9f4"><span style="line-height:normal"><span style="font-family:Calibri,sans-serif"><b><spa...
Hubungan Perilaku Pola Makan dengan Kejadian Anak Obesitas
Hubungan Perilaku Pola Makan dengan Kejadian Anak Obesitas
<p><em><span style="font-size: 11.0pt; font-family: 'Times New Roman',serif; mso-fareast-font-family: 'Times New Roman'; mso-ansi-language: EN-US; mso-fareast-langua...
A systematic review of the rolling shear modulus of timber
A systematic review of the rolling shear modulus of timber
The rolling shear modulus of Cross-Laminated Timber (CLT) and other engineered timber governs the performance and stability. The study was systematically analyzed using rolling she...
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...
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...

