Increased Bending Strength in Beam Samples Using Waste Textile Fibers

Aylin Özodabaş
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Abstract

High-ductility concrete has been found to lessen the number of fatalities during earthquakes since it absorbs more energy. In this study, the tensile strength region of the beam components in the constructions was enhanced by the use of waste textile fabrics, which also increased the ductility in that area. 10 x 10 x 50-centimeter concrete beam samples were filled with a predetermined number of waste textile fabrics that had been chopped into 2 cm long threads. Class C25 concrete was used according to TS 500 standard. Self-compacting concrete (SCC) was used according to TS EN 12350 standard. It is understood that the results are somewhat improved by the bending values of the beam samples as compared to the prepared reference sample. Waste fibers are believed to help produce recyclable, ecologically friendly concrete by being used in concrete. Additionally, the ANSYS program's finite element method was used to examine the growing stress zones in beams.
利用废纺织纤维提高梁样的弯曲强度
人们发现,高延展性混凝土可以减少地震中的死亡人数,因为它吸收更多的能量。在本研究中,梁构件的抗拉强度区域通过使用废纺织织物得到增强,这也增加了该区域的延展性。10 x 10 x 50厘米的混凝土梁样品中填充了预定数量的废弃纺织织物,这些织物被切成2厘米长的线。采用符合TS 500标准的C25级混凝土。采用自密实混凝土(SCC),符合TS EN 12350标准。可以理解,与制备的参考样品相比,梁样品的弯曲值在一定程度上改善了结果。废弃纤维被认为有助于生产可回收的、生态友好的混凝土,因为它被用于混凝土中。此外,采用ANSYS程序的有限元方法对梁的应力增长区进行了分析。
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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