A new approach for studying plaster beam bending based on DISS Algerian (nano-short-bio-fibres)
DOI:
https://doi.org/10.70411/MJHAS.2.1.2025183Keywords:
The plaster, Mechanical properties, PIGGOT (homogenization), Deflexion, Bio-beamAbstract
Construction materials, particularly plaster (gips), are crucial in civil engineering and architecture. Due to their durability, it is essential to use durable materials. A Berber plant, a renewable and persistent plant, has been chosen to improve the mechanical properties of plaster (gips). The PIGGOT rule of homogenization was used to determine the properties of the total set, with plaster as the matrix and DISS (Scrip) as the reinforcement. A high-order mathematical model was established to study the bending of a new bio-beam using local materials, resulting in the birth of the beam. The results show that the deflection of the bio-plaster beam decreases with an increase in the nano-short-fibre fraction of DISS (Scrip). The main objective is to reinforce plaster and reduce flexion by utilizing the effect of short fibres to enhance shear performance. Another goal is to minimize the flexion of plaster beams. Additionally, this approach aims to introduce innovation in the field of construction and civil engineering while promoting the use of biological substitutes in this sector. This study will be conducted analytically through homogenization and analysing the non-local flexure of beams rather than experimentally.
References
Abdullah, A., & Sichani, E. F. (2009). Experimental study of attenuation coefficient of ultrasonic waves in concrete and plaster. The International Journal of Advanced Manufacturing Technology, 44, 421-427.
Ali, F. A., Abd-Allah, H. H., & Mari, B. H. (2015). Improvement of the physical, mechanical and thermal insulation properties to produce gypsum boards by using waste materials. Iraqi Journal of Science, 1972-1982.
Arbabi, F. (1991). Structural analysis and behavior. (No Title).
Berenger, A., Olivier, G., Lanos, C., Daiguebonne, C., Freslon, S., Tessier, C., Laurans, M., Baux, C., & Greffet, H. (2015). A new calcium sulfate-based plaster composed of composite particles. Materials and structures, 48, 2685-2696.
Boukert, B., Benkhedda, A., Adda, E., & Khodjet-Kesba, M. (2019). Hygrothermal stresses analysis of thick composite plates using high order theory under a Fick concentration distribution. Procedia Structural Integrity, 17, 37-43.
de Bilbao, E., Blond, E., Michel, C., Cutard, T., Schmitt, N., & Poirier, J. (2010). A new method to Determine the Young's Modulus of Refractory Materials. Interceram, 59(1), 34-38.
Fahih, K. J., Alkaysi, O. A., & Abelkhalek, L. S. (2005). The Effect of some Natural Admixtures on the setting Time of Iraqi Plaster of Parts. Engineering and Technology Journal, 24(9).
Flügge, W. (1972). Tensor analysis and continuum mechanics. Springer.
Jamalzadeh, N., Heidary, S., Zare, Y., & Rhee, K. Y. (2018). A multistep methodology based on developed Takayanagi, Paul and Ouali models for tensile modulus of polymer/carbon nanotubes nanocomposites above percolation threshold assuming the contribution of interphase regions. Polymer Testing, 69, 1-8.
Karni, J., & Karni, E. Y. (1995). Gypsum in construction: origin and properties. Materials and structures, 28, 92-100.
Merzoud, M., & Habita, M. (2008). Elaboration de composite cimentaire à base de diss «Ampelodesma Mauritanica». Afrique science: Revue internationale des sciences et technologie, 4(2).
Mohammed, L., Ansari, M. N., Pua, G., Jawaid, M., & Islam, M. S. (2015). A review on natural fiber reinforced polymer composite and its applications. International journal of polymer science, 2015(1), 243947.
Mohammed, M. (2010). Residual Compressive Strength of Iraqi-Gypsum Subjected to Elevated Temperature Exposure''. Journal of Babylon University/Pure and Applied Sciences/No, 5.
Piggott, M. (1981). A theoretical framework for the compressive properties of aligned fibre composites. Journal of materials science, 16, 2837-2845.
Piggott, M. (2002). Load bearing fibre composites. Springer Science & Business Media.
Rahimzadeh, C. Y., Mohammed, A. S., & Barzinjy, A. A. (2022). Microstructure characterizations, thermal analysis, and compression stress–strain behavior of lime-based plaster. Construction and Building Materials, 350, 128921.
Rinaldi, M., Bragaglia, M., & Nanni, F. (2023). Mechanical performance of 3D printed polyether-ether-ketone nanocomposites: An experimental and analytic approach. Composite Structures, 305, 116459.
Saurav, S., & Porter, I. (2018). Numerical Modelling of Polymer Coated Plaster Beams. ISRM International Symposium-Asian Rock Mechanics Symposium,
Sayyad, A. S., & Ghugal, Y. M. (2021). Bending, buckling, and vibration analysis of functionally graded nanobeams using an inverse trigonometric beam theory. International Journal of Nano Dimension, 12(2), 164-174.
Sayyad, A. S., Hadji, L., & Tounsi, A. (2023). On the mechanics of FG nanobeams: a review with numerical analysis. Forces in Mechanics, 100219.
Sochi, T. (2022). Principles of Tensor Calculus. Taha Sochi.
Timoshenko, S. P., & Gere, J. M. (2012). Theory of elastic stability. Courier Corporation.
Touam, L., & Derfouf, S. (2021). Effect of the Varying Percentage Diss Fiber on Mechanical Behaviour of the Based Polyester Bio-Composite. Journal of Composite & Advanced Materials/Revue des Composites et des Matériaux Avancés, 31(3).
Wadee, A., Achanta, P., Walker, P., McCullen, N., & Ferrandiz-Mas, V. (2023). Novel gypsum based plasters with phase change material impregnated lightweight aggregates for energy efficient retrofitting. Construction and Building Materials, 403, 133159.
Wang, L., Cao, M., Li, X., Du, W., & Wang, X. (2023). A novel approach for improving the water resistance of gypsum plaster by internal mixing hypromellose and external coating waterproofing agent. Construction and Building Materials, 401, 132940.
Yaqoob, W. M. (2019). Characteristics of Artificial, Gypsified and Natural Gypseous Soils under Dry Condition. Engineering and Technology Journal, 37(8 Part A).
Zare, Y., & Rhee, K. Y. (2020). Development of expanded takayanagi model for tensile modulus of carbon nanotubes reinforced nanocomposites assuming interphase regions surrounding the dispersed and networked nanoparticles. Polymers, 12(1), 233.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2025 Modern Journal of Health and Applied Sciences
This work is licensed under a Creative Commons Attribution 4.0 International License.
The users are free to:
- Share — copy and redistribute the material in any medium or format.
- Adapt — remix, transform, and build upon the material.
The licensor cannot revoke these freedoms as long as you follow the license terms.
