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

Date

2004-08-01

Author

Cengiz, O
Turanlı, Lutfullah

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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.

Subject Keywords

Concrete, Composite, Fibre reinforcement, Fracture toughness, Panel test

URI

https://hdl.handle.net/11511/57334

Journal

CEMENT AND CONCRETE RESEARCH

DOI

https://doi.org/10.1016/j.cemconres.2003.12.024

Collections

Graduate School of Natural and Applied Sciences, Article

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Citation Formats

O. Cengiz and L. Turanlı, “Comparative evaluation of steel mesh, steel fibre and high-performance polypropylene fibre reinforced shotcrete in panel test,” CEMENT AND CONCRETE RESEARCH, pp. 1357–1364, 2004, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/57334.