Enhancing Sustainability in Construction: Water Effect on Jute Fiber Composite Mortar

A. Majumder, Flavio Stochino, A. Frattolillo, Monica Valdes, Enzo Martinelli, Gianluca Gatto
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Abstract

The use and application of natural fiber in the Construction and Building sector is gaining momentum due to its various advantages over synthetic fibers, mainly in terms of sustainability, recyclability, and biodegradability.In this paper, two aspects of the jute fiber composite mortar have been discussed. Firstly, the effect of water on the mechanical performance of the jute fiber composite mortar samples has been presented here. Secondly, the Digital Image Correlation (DIC) method has been used to analyze and determine the crack openings (mm), in the deformed specimens that occurred during the flexural tests.Notably, for 0.5% (fiber lengths: 30 mm, 10 mm, 5 mm) and 1.0% (fiber length: 30mm) fiber (with respect to the dry mortar mass) composite mortar samples prepared with the same water amount, exactly the same used for the mortar (without fiber). The reduction in flexural (−1.47 to −2.79 MPa) and compression strengths (−5.4 to −14.01 MPa) have been observed when compared with similar combinations (fiber % and fiber lengths) prepared with different amounts of water for every mixture. Whereas, when these composite mortars are compared with samples prepared with the same average water, increment in flexural strengths (0.24 to 1.45 MPa), while changes in compressive strengths ranging from −1.67 and 6.22 MPa have been noticed.The percentage of water used for the grout preparation is an important factor in influencing the mechanical performance of the composite sample. Therefore, whenever fiber is used during the composite mortar fabrication some amount of extra water is necessary for the mixture preparation.
提高建筑业的可持续性:水对黄麻纤维复合砂浆的影响
与合成纤维相比,天然纤维具有多种优势,主要体现在可持续性、可回收性和可生物降解性等方面,因此,天然纤维在建筑和楼宇领域的使用和应用正日益增多。首先,本文介绍了水对黄麻纤维复合砂浆样品机械性能的影响。值得注意的是,对于 0.5%(纤维长度:30 毫米、10 毫米、5 毫米)和 1.0%(纤维长度:30 毫米)纤维(相对于干砂浆质量)的复合砂浆样品,在制备时使用了与砂浆(不含纤维)完全相同的水量。与使用不同水量制备的每种混合物的类似组合(纤维百分比和纤维长度)相比,抗折强度(-1.47 至 -2.79 兆帕)和抗压强度(-5.4 至 -14.01 兆帕)均有所降低。而将这些复合砂浆与使用相同平均水量制备的样品进行比较时,则发现抗折强度(0.24 至 1.45 兆帕)有所提高,而抗压强度的变化范围为-1.67 至 6.22 兆帕。因此,在制作复合砂浆时,只要使用纤维,就必须在混合物制备过程中额外添加一定量的水。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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