Ouerghi Hana, Hassini Lamine, Benazzouk Amar, Elcafsi Mohamed Afif
Laboratoire d'Energétique et des Transferts Thermique et Massique (LETTM), Faculté des Sciences de Tunis, Université de Tunis El Manar, Campus Universitaire El-Manar, El Manar, Tunis 2092, Tunisia.
Applied College-Al Quwaiiyah Branch, Shaqra University, Al Quwaiiyah 19257, Saudi Arabia.
Materials (Basel). 2025 Jan 3;18(1):177. doi: 10.3390/ma18010177.
The viability of using fibers as reinforcement material for developing lightweight sustainable non-structural construction materials in compliance with the valorization of local by-products has been investigated in this work. This study aims to investigate the effect of the chemical treatment of fibers on the mechanical and hygric properties of bio-sourced clay-sand- fiber composite. This lightweight specimen has been produced from a mixture of 60% natural clay and 40% sand by mass, as a matrix, and reinforced with different amounts of Juncus fibers. The fibers were used as a partial replacement of sand in the mixture by volume at 0% (control specimen), 5%, 10%, and 20%. In order to enhance interfacial bonding between the fibers and the binder matrix, which seriously limits the strength development of the composite, the fibers have undergone an NaOH alkali treatment with different concentrations of 1 and 2 wt. %. Morphological and elementary chemical component evaluations based on SEM micrographs and EDX analyses revealed that the 1 wt. % NaOH alkali treatment exhibited the most beneficial effect due to the removal of impurity deposits without significant surface damage to the fibers. This finding was highlighted through the tensile tests carried out which showed the tensile stress value of 81.97 MPa compared to those of the treated fibers with 2% NaOH (74.45 MPa) and the untreated fibers (70.24 MPa). However, mechanical test results, carried out according to the European Standard EN 196-1, highlighted the beneficial effect of the fiber alkali treatment on both the compressive and flexural strengths, particularly for the fiber contents of 5% and 10%, which corresponds to a strengthening rate of 25% and 30%, respectively. The examination of the hygroscopic properties of the samples, including capillary water absorption, water diffusivity, and moisture buffering capacity under the dynamic conditions have indicated that the specimen containing treated fibers exhibited a better moisture regulating property than that obtained with untreated fibers. However, the specimens with treated fibers are classified as excellent hygric regulators based on their moisture buffer values (MBV > 2 g/(m.%RH)), according to the NORDTEST classification. The results also indicated that the capillary water absorption and the apparent moisture diffusivity of composites were lowered due to high fiber-matrix interfacial bond after fiber treatment. Consequently, the composite with treated fibers is less diffusive compared to that with untreated fibers, and thus expected to be more durable in a humid environment.
在这项工作中,研究了使用纤维作为增强材料来开发轻质可持续非结构建筑材料以实现当地副产品增值利用的可行性。本研究旨在探究纤维的化学处理对生物源粘土 - 砂 - 纤维复合材料的力学性能和吸湿性能的影响。这种轻质试样由质量比为60%的天然粘土和40%的砂的混合物作为基体,并添加不同量的灯心草纤维增强制成。纤维按体积分别以0%(对照试样)、5%、10%和20%的比例作为混合物中砂的部分替代品。为了增强严重限制复合材料强度发展的纤维与粘结剂基体之间的界面粘结,纤维进行了浓度为1%和2%的NaOH碱处理。基于扫描电子显微镜(SEM)图像和能谱分析(EDX)的形态学和基本化学成分评估表明,1%NaOH碱处理效果最佳,因为它去除了杂质沉积物且未对纤维造成明显表面损伤。通过拉伸试验突出了这一发现,试验显示其拉伸应力值为81.97MPa,相比2%NaOH处理的纤维(74.45MPa)和未处理的纤维(70.24MPa)。然而,根据欧洲标准EN 196 - 1进行的力学试验结果突出了纤维碱处理对抗压强度和抗弯强度的有益影响,特别是对于5%和10%的纤维含量,其增强率分别为25%和30%。对样品吸湿性能的检测,包括动态条件下的毛细吸水率、水分扩散率和吸湿缓冲能力,表明含有处理过纤维的试样比未处理纤维的试样表现出更好的调湿性能。然而,根据北欧测试分类,基于其吸湿缓冲值(MBV > 2 g/(m. %RH)),含有处理过纤维的试样被归类为优秀的吸湿调节剂。结果还表明,由于纤维处理后纤维 - 基体界面粘结良好,复合材料的毛细吸水率和表观水分扩散率降低。因此,与未处理纤维的复合材料相比,处理过纤维的复合材料扩散性更低,预计在潮湿环境中更耐用。