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Comparative evaluation of steel mesh, steel fibre and high performance polypropylene fibre-reinforced shotcrete/concrete in panel test
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116239.pdf
Date
2001
Author
Cengiz, Okan
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https://hdl.handle.net/11511/10788
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Graduate School of Natural and Applied Sciences, Thesis
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Comparative evaluation of steel mesh, steel fibre and high-performance polypropylene fibre reinforced shotcrete in panel test
Cengiz, O; Turanlı, Lutfullah (2004-08-01)
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....
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Comparison of concrete mixtures containing steel mesh, steel fiber and polypropylene fibers were evaluated in terms of toughness, flexural strength, compressive strength and split tensile strength. Five types of concrete were prepared with steel mesh, steel fiber and polypropylene fiber with the identical water/cement (w/c) ratio and the identical workability. 10x60x60 cm plates, 8x8x32 cm beams and 10x20 cm cylindrical concrete specimens were prepared. Compressive strength, split-tensile strength and tough...
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O. Cengiz, “Comparative evaluation of steel mesh, steel fibre and high performance polypropylene fibre-reinforced shotcrete/concrete in panel test,” Middle East Technical University, 2001.