Investigation of engineering properties of mortars containing basalt fiber and plastic waste aggregate exposed to high temperatures


Yılmaz Y., Nayır S., Nas M., Erdoğdu Ş.

4th International Civil Engineering & Architecture Conference, Trabzon, Türkiye, 17 - 19 Mayıs 2025, cilt.1, ss.1448-1455, (Tam Metin Bildiri)

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Cilt numarası: 1
  • Basıldığı Şehir: Trabzon
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.1448-1455
  • Karadeniz Teknik Üniversitesi Adresli: Evet

Özet

Plastic waste, which is consumed in significant amounts today, by using it in building materials such as concrete or mortar stands out as an effective solution as it offers significant advantages both economically and ecologically. In addition, basalt fiber (BF) are generally used in engineering structures in order to minimize the negative effects that may be caused by other factors. In this scope, in this study, some properties of mortars containing basalt fiber and different proportions of plastic waste aggregate (PWA) were investigated exposed to high temperatures. The mixtures were varied according to two basic parameters: plastic PWA replacement ratio by volume (0%, 10% and 20%) and BF addition amount (0%, 0.25% and 0.50%). In the experimental study, 40x40x40 mm and 40x40x160 mm mortar specimens produced. The specimens exposed to 400°C, 600°C and 800°C. Residual compressive strength, flexural strength, mass loss, crack width-image processing relationship analysis tests performed on the specimens. The results showed that the use of PWA decreased both compressive strength and weight loss. In all mixtures, the flexural strength tended to decrease as the plastic aggregate ratio increased, regardless of basalt fiber. BF additive limited strength losses and maintained structural integrity, especially at elevated temperatures. Crack widths reached approximately 0.15 mm at 600°C and increased up to 0.25 mm at 800°C, which caused serious deterioration in the microstructural integrity of the material and accelerated strength loss.