Investigation of the Structural Performance of Pinus Sylvestris (Scots Pine) as Partial Replacement to Suspended Structural Beams
Abstract
This study evaluates the structural performance of Pinus sylvestris (Scots Pine) when applied as a structural beam, which focuses on flexure and shear performances. Testing and mathematical evaluation were necessary to determine the properties of this material in order to investigate its performance as a structural beam. Following the prescribed sizes indicated in ASTM D905 and ASTM D198, specimens for shear and flexure were manufactured with the application of polyvinyl acetate adhesive between each lamina within each test sample. These specimens were tested using static bending and shear/delamination tests in accordance with the two standards, and results were analyzed quantitatively using the statistical methods and internationally accepted methods indicated in the Design Standard of Philippine Timber and the National Structural Code of the Philippines (NSCP). The analysis of results has shown that upon investigation of Pinus sylvestris glulam with Polyvinyl acetate (PVAc) adhesive manufactured using the available technology in the Philippines, it is not suitable for construction or any uses that involve load-bearing capabilities. Further investigation is recommended to be conducted in the future in relation to this study. The conclusions made in this study may be used for academic references pertaining to the use of this wood species.
The copyright for the published work belongs to UPCA and its selected publisher. The contributor is free to publish a modified version of the same article in other publications.
The contributor guarantees that :
- the article does not infringe on the copyright or any proprietary right of any other person
- the article contains no libelous or other unlawful matter
- the article makes no improper invasion of the privacy of any other person.