Perilaku Struktur Balok Beton Bertulang Dengan Penambahan Serat Polipropilena

Authors

  • Cristopher Zebua Universitas Nias
  • Ikhtiar Aronifati Daeli Universitas Nias
  • Hendraman Jaya Gulo Universitas Nias
  • Jun Fajar Krisman Giawa Universitas Nias

Keywords:

Reinforced Concrete Beams, Polypropylene Fibers, Flexural Strength, Crack Resistance, Plastic Deformation

Abstract

This study investigates the effect of polypropylene (PP) fiber addition on the flexural strength, crack resistance, and plastic deformation of reinforced concrete beams. The fiber contents tested were 0%, 0.5%, 1%, and 1.5%. The results show that adding PP fibers significantly improves the flexural strength and crack resistance, with the greatest improvement observed at 1.5% fiber content. Plastic deformation also increased in beams with fibers, particularly at 1% and 1.5%. Numerical simulations supported the experimental findings, showing a more uniform stress distribution in beams with fibers. The study concludes that polypropylene fibers effectively enhance the performance of reinforced concrete, making it more durable and efficient for construction applications.

Published

2025-12-31

How to Cite

Zebua, C., Daeli, I. A., Gulo, H. J., & Giawa, J. F. K. (2025). Perilaku Struktur Balok Beton Bertulang Dengan Penambahan Serat Polipropilena. Jurnal Riset Dan Inovasi Teknik Sipil, 1(1), 29–37. Retrieved from https://ojs.unias.ac.id/index.php/jurasi/article/view/532