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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM24589

NUMERICAL ANALYSIS ON STRENGTHENING OF WOODEN FLOOR WITH COMPOSITES

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM24589

Volume:

7 |

7 |

Jul 2023

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

FM

Faizamol M

SN

S Nabeel

MB

Muneera B

RR

Raji R

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Abstract

Composite flooring mechanism is introduced to reduce the wood composites in wooden floor. Deformation and stress in wood composite mechanism is analysed by varying depth by using ANSYS 18.1. Yellow Poplar, Eastern White Pine and Douglas Fir are used as wooden panel materials. Different composite arrangement with wooden laminates such as Carbon Fiber Reinforced Polymer (CFRP), Glass Fiber (GF) and Polyethylene are used. From these worst perform wood under standard floor load by US code (40 psf) is identified. Result showed that Yellow Poplar wood – Glass Fiber with 10mm panel width on top and bottom with Glass Fiber 20mm that possess optimal arrangement. It consumes 80.208 % less wood compared to conventional wooden floors. Modelling a wooden structure and introducing this wooden panel and identify the stress at joints. Here induced yield strength is very much less than the yield stress of wood. The use of wood with composites the wood consumption is saved and to easy to replace. From these arrangements it will lo carry load and structure remains stable.

KEYWORDS

Composite flooring CFRP Glass Fiber ANSYS

Cite This Article

Faizamol M, S Nabeel, Muneera B, Raji R, "NUMERICAL ANALYSIS ON STRENGTHENING OF WOODEN FLOOR WITH COMPOSITES," International Journal of Scientific Research in Engineering and Management, vol. 7, no. 7, Jul 2023. https://doi.org/10.55041/IJSREM24589

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Publication Date

7/13/2023

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Double-Blind Peer Review

Review Rounds: 2

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The authors declare no conflict of interest related to this research work.

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