Thermomechanical characterization of a bio-composite building material: Mortar reinforced with date palm fibers mesh

2017 ◽  
Vol 135 ◽  
pp. 241-250 ◽  
Author(s):  
Mustapha Boumhaout ◽  
Lahcen Boukhattem ◽  
Hassan Hamdi ◽  
Brahim Benhamou ◽  
Fatima Ait Nouh
2020 ◽  
Vol 15 ◽  
pp. 155892502094823
Author(s):  
Samir Benaniba ◽  
Zied Driss ◽  
Mokhtar Djendel ◽  
Elhadj Raouache ◽  
Rabah Boubaaya

Due to respect for the environment and the search for more sustainable materials, scientists have started in recent decades to launch studies on bio-composite materials. It is well known that building materials are among the most commonly used materials and have an obvious negative impact on the environment. The development of environmentally friendly composites as insulating materials in buildings offers practical solutions to reduce energy consumption. Therefore, this work presents the use of a new bio-composite material composed of natural fibers, date palm fibers, cement, and sand. In addition, the study on the effect of adding date palm fibers on the thermo-mechanical characteristics of mortars assesses the thermal insulation properties as well as the water absorption and mechanical performance of this new bio-composite material to use it in the construction of buildings. The percentage by weight of date palm fiber in the test samples varied from 0% to 30% for a fiber size of length equal to 7 mm. The characteristics of these samples were determined experimentally in terms of resistance to bending and compression as well as thermal conductivity. The results show that while increasing the weight of date palm fiber, an obviously reduction in thermal conductivity, flexural, and compressive strength of the composite is observed. Hence, date palm fiber has a positive effect on the thermo-mechanical properties of the composite material. Therefore, it considerably improves the insulating capacity of the mortar.


2021 ◽  
Author(s):  
Mahmoud M.A. Nassar ◽  
Khalid Alzebdeh ◽  
Nasr Al-Hinai ◽  
Tasneem Pervez

Abstract This article reports a new chemical treatment method to extract rich cellulosic fibers from date palm agro-residues. The technique comprises a multistep process which is quite unique, efficient, sustainable, and capable of producing high-performance natural date palm fibers. In specific, it consists of three consecutive steps: dewaxing, acetylation, and mercerization, which are carried out in a strict sequence. Each step is designated to achieve a specific goal in preparation for the next step. In addition, procedures have been adjusted from its initial state by incorporating input parameters that are configured experimentally to optimize outputs via the design of experiment approach. The method has been applied in two variants with respect to heating mechanism: conventional heat-assisted and microwave heat-assisted sources. An experimental characterization of mechanical, physical, and thermal properties of the treated fibers exhibited a significant enhancement over the untreated counterparts which confirms the potency of the new process.


2015 ◽  
Vol 74 ◽  
pp. 344-350 ◽  
Author(s):  
A. Mokhtari ◽  
A. Kriker ◽  
Y. Guemmoula ◽  
A. Boukrioua ◽  
M.M. Khenfer
Keyword(s):  

2020 ◽  
Vol 10 (1) ◽  
pp. 26-30
Author(s):  
Bellel , N. ◽  
Boufendi , T.
Keyword(s):  

2018 ◽  
Vol 192 ◽  
pp. 348-356 ◽  
Author(s):  
Nawal Chennouf ◽  
Boudjemma Agoudjil ◽  
Abderrahim Boudenne ◽  
Karim Benzarti ◽  
Fathi Bouras

2018 ◽  
Author(s):  
A. Mokhtari ◽  
A. Kriker ◽  
H. Ouaggad ◽  
N. Merad

2019 ◽  
Vol 2 (22) ◽  
pp. 169-182
Author(s):  
Mansour Rokbi ◽  
Zine El Abidine Rahmouni ◽  
Brahim Baali

Three-point bending. Abstract This work is an experimental approach for the development and characterization of a polymer concrete reinforced with natural fibers. The polymer concrete consists of sand (Quartz) and orthophthalic polyester used as a binder. Marble powder was used to ensure the continuity of the particle size of the granular mixture. As reinforcement, 2% of chopped date palm fibers (short, very short or mixed) were added. For comparison, identical polymer concrete flexure specimens reinforced with the same content of short E-glass fibers were also prepared and tested. All specimens were initially cured at room temperature and then post-cured for 6 h at 70°C. The results of three-point bending on smooth specimens with different rates of charges (marble), showed that the flexural and compressive strength were improved by adding 20% of marble, and were 31.80 MPa and 67.42 MPa respectively. The flexural strength of specimens showed that the improvement or the degradation of polymer concrete properties seemed to be attributed to the nature of fibers (treated or untreated), and/or to the fibers sizing (short, very short or mixed).


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