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Application of Modified Scheffe’s Third Degree Polynomial Model for the Optimization of Compressive Strength of Nylon Fibre Reinforced Concrete (NFRC)

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Volume-8 | Issue-6

Last date : 27-Dec-2024

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Application of Modified Scheffe’s Third Degree Polynomial Model for the Optimization of Compressive Strength of Nylon Fibre Reinforced Concrete (NFRC)


K. C. Nwachukwu | D. A. Okodugha | O. Edike | M. Okafor | U. G. Attah



K. C. Nwachukwu | D. A. Okodugha | O. Edike | M. Okafor | U. G. Attah "Application of Modified Scheffe’s Third Degree Polynomial Model for the Optimization of Compressive Strength of Nylon Fibre Reinforced Concrete (NFRC)" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3, April 2022, pp.1488-1501, URL: https://www.ijtsrd.com/papers/ijtsrd49744.pdf

This work is aimed at using Scheffe’s Third Degree Polynomial optimization Model, Scheffe’s (5, 3) for five component mixture, developed by Nwachukwu and others (2022a) to optimize the compressive strength of Nylon Fibre Reinforced Concrete (NFRC).The objective is to compare the results with the results of the previous work done on NFRC based on Scheffe’s Second Degree Polynomial, Scheffe’s (5, 2) Model by Nwachukwu and others (2022d). Through the use of Scheffe’s Simplex method, the compressive strengths of NFRC with respect to Scheffe’s third degree model were determined for different mix proportions. Control experiments were also carried out, and the compressive strengths determined. The adequacy of the model was evaluated using the Student’s t-test and the test statistics confirmed the adequacy of the model. The maximum compressive strength of NFRC based on the Scheffe’s(5, 3) model was 29.42MPa (N/mm2) which is higher than 21.96MPa,being the maximum value obtained by Nwachukwu and others (2022d) for the previous work done on NFRC based on the Scheffe’s(5,2) model. However, the optimum strengths obtained from both models are higher than the minimum value specified by the American Concrete Institute (ACI), as 20MPa. Thus NFRC based on both Scheffe’s models can produce the required compressive strength needed in light-weight structures and construction projects such as Bridge, Building pillars, Sidewalks, Building floors, Drainage pipes, Septic tanks etc., still satisfying all the required economic, aesthetic and safety criteria.

NFRC, Scheffe’s (5,3) Polynomial Model, Optimization, Compressive Strength, Mixture Design


IJTSRD49744
Volume-6 | Issue-3, April 2022
1488-1501
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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