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Studies on the durability of natural fibres and the effect of corroded fibres on the strength of mortar

机译:天然纤维的耐久性及腐蚀纤维对砂浆强度的影响研究

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This paper presents the results of the variation in chemical composition and tensile strength of coir, sisal, jute and Hibiscus cannabinus fibres, when they are subjected to alternate wetting and drying and continuous immersion for 60 days in three mediums (water, saturated lime and sodium hydroxide). Compressive and flexural strengths of cement mortar (1:3) specimens reinforced with dry and corroded fibres were determined after 28 days of normal curing. From the results it is observed that there is substantial reduction in the salient chemical composition of all the four fibres, after exposure in the various mediums. Coir fibres are found to retain higher percentages of their initial strength than all other fibres, after the specified period of exposure in the various mediums. The compressive and flexural strengths of all natural fibre reinforced mortar specimens using corroded fibres are less than the strength of the reference mortar (i.e. without fibres) and fibre reinforced mortar specimens reinforced with dry natural fibres.
机译:本文介绍了椰壳纤维,剑麻,黄麻和芙蓉大麻纤维在三种介质(水,饱和石灰和钠)中交替润湿和干燥并连续浸泡60天后,其化学成分和抗张强度变化的结果。氢氧化物)。在正常固化28天后,确定了用干纤维和腐蚀纤维增强的水泥砂浆(1:3)样品的抗压强度和抗折强度。从结果可以看出,在各种介质中暴露后,所有四种纤维的显着化学组成都大大降低了。在各种介质中经过指定的暴露时间后,发现椰壳纤维比所有其他纤维保留更高的初始强度百分比。所有使用腐蚀纤维的天然纤维增强砂浆试样的抗压强度和弯曲强度均小于参考砂浆(即无纤维)和用干燥天然纤维增强的纤维增强砂浆试样的强度。

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