Comparative evaluation of steel mesh, steel fibre and high-performance polypropylene fibre reinforced shotcrete in panel test


Cengiz O., Turanli L.

Cement and Concrete Research, vol.34, no.8, pp.1357-1364, 2004 (Journal Indexed in SCI Expanded) identifier

  • Publication Type: Article / Article
  • Volume: 34 Issue: 8
  • Publication Date: 2004
  • Doi Number: 10.1016/j.cemconres.2003.12.024
  • Title of Journal : Cement and Concrete Research
  • Page Numbers: pp.1357-1364

Abstract

In this study, experimental investigations were performed on steel mesh (SM), steel fibre (SF) and high-performance polypropylene fibre (HPPF) reinforced shotcrete (HPPFRS) panels to evaluate performance characteristics such as toughness, flexural ductility, energy absorption and load capacity. The panel tests, in accordance with European specification for sprayed concrete (EFNARC), were made on 18 prismatic specimens having the same mix designs and were cured for 28 days but reinforced with various fibres. In addition, the rebound characteristics of these mixes were determined to compare the actual in situ fibre contents. Test results show that all reinforcements, including HPPFs that are low-modulus fibres, greatly improved the flexural ductility, toughness, and load-carrying capacity of the brittle matrix. It was seen that there was a positive synergy effect between steel and polypropylene fibre in hybrid fibre usage from a performance point of view. According to results, it can be concluded that a hybrid polypropylene-SF can be used alternatively instead of SM and monosteel fibre as a reinforcement in shotcrete applications to get better efficiency in mechanical properties of composite. © 2004 Elsevier Ltd. All rights reserved.