Mechanical Properties of Basalt Fiber Reinforced Perlite Aggregate Cement Mortars

A. Filazi, Zühtü Onur Pehlivanlı
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Abstract

– In this study, the mechanical properties of basalt fiber reinforced perlite aggregate cementmortars were investigated. The aim of the research was to determine the effect of basalt fiber on the strengthproperties of cement mortar and to identify the optimal fiber content. Specimens with different proportionsof basalt fiber were prepared, and their compressive and flexural strengths were measured at 7 days and 28days. A control specimen with no fiber reinforcement (B0) was used for comparison.The results showed that basalt fiber generally enhanced the strength of the cement mortar. The specimenswith basalt fiber reinforcement exhibited higher compressive and flexural strengths compared to the controlspecimen (B0). Particularly, a more significant increase in strength values was observed in the specimenswith basalt fiber at the 28-day testing period. However, the effect of basalt fiber content and distributionvaried among the specimens. In some specimens (B1.5, B2, B3), a slight decrease in strength was observedat certain testing periods.This study highlights the significance of basalt fiber reinforced perlite aggregate cement mortars as aresearch area, considering the increasing demand for their use in construction applications.
玄武岩纤维增强珍珠岩骨料水泥砂浆力学性能研究
本研究对玄武岩纤维增强珍珠岩骨料水泥砂浆的力学性能进行了研究。研究玄武岩纤维对水泥砂浆强度性能的影响,确定最佳纤维含量。制备不同比例的玄武岩纤维试件,分别在7天和28天测定其抗压强度和抗弯强度。采用无纤维增强(B0)的对照标本进行比较。结果表明,玄武岩纤维对水泥砂浆的强度有普遍的增强作用。与对照样品(B0)相比,添加玄武岩纤维增强的样品具有更高的抗压和抗弯强度。特别是在28天的试验期内,添加玄武岩纤维的试件的强度值增加更为显著。但是,玄武岩纤维含量和分布对不同样品的影响是不同的。在一些试样(B1.5, B2, B3)中,在某些测试期间观察到强度略有下降。考虑到玄武岩纤维增强珍珠岩骨料水泥砂浆在建筑应用中的需求日益增加,本研究强调了玄武岩纤维增强珍珠岩骨料水泥砂浆作为研究领域的意义。
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