Zakaria Mohammad, Ahmed Mashud, Hoque Md Mozammel, Hannan Abdul
Dhaka University of Engineering and Technology, Gazipur, Bangladesh.
Bangladesh University of Textiles, Tejgaon, Dhaka Bangladesh.
Springerplus. 2015 Nov 25;4:731. doi: 10.1186/s40064-015-1504-7. eCollection 2015.
The objective of the study is to investigate the effect of introducing jute yarn on the mechanical properties of concrete. Jute fibre is produced abundantly in Bangladesh and hence, very cheap. The investigation on the enhancement of mechanical properties of concrete with jute yarn as reinforcement, if enhanced, will not only explore a way to improve the properties of concrete, it will also explore the use of jute and restrict the utilization of polymer which is environmentally detrimental. To accomplish the objective, an experimental investigation of the compressive, flexural and tensile strengths of Jute Yarn Reinforced Concrete composites (JYRCC) has been conducted. Cylinders, prisms and cubes of standard dimensions have been made to introducing jute yarn varying the mix ratio of the ingredients in concrete, water cement ratio, length and volume of yarn to know the effect of parameters as mentioned. Compressive, flexural and tensile strength tests had been conducted on the prepared samples by appropriate testing apparatus following Standards of tests. Mechanical properties of JYRCC were observed to be enhanced for a particular range of lengths of cut (10, 15, 20 and 25 mm) and volume content of jute yarn (0.1, 0.25, 0.5 and 0.75 %). The maximum increment of compressive, flexural and tensile strengths observed in the investigation are 33, 23 and 38 %, respectively with respect to concrete without jute yarn.
本研究的目的是探究引入黄麻纱对混凝土力学性能的影响。黄麻纤维在孟加拉国产量丰富,因而价格低廉。对以黄麻纱作为增强材料的混凝土力学性能增强情况进行研究,若能增强,不仅将探索出改善混凝土性能的方法,还将探索黄麻的用途,并限制对环境有害的聚合物的使用。为实现该目标,已对黄麻纱增强混凝土复合材料(JYRCC)的抗压强度、抗折强度和抗拉强度进行了试验研究。制作了标准尺寸的圆柱体、棱柱体和立方体,通过改变混凝土中各成分的配合比、水灰比、纱线长度和体积来了解上述参数的影响。按照试验标准,使用合适的测试仪器对制备的样品进行了抗压、抗折和抗拉强度试验。观察到,对于特定范围的黄麻纱切割长度(10、15、20和25毫米)和黄麻纱体积含量(0.1%、0.25%、0.5%和0.75%),JYRCC的力学性能得到了增强。与未添加黄麻纱的混凝土相比,本研究中观察到的抗压强度、抗折强度和抗拉强度的最大增幅分别为33%、23%和38%。