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Compressive strength at high-temperatures of concretes made with textile and steel recycled fibers

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Resumo(s)

This paper presents the results of an experimental research on the ambient and high-temperature compressive strength of concretes made with steel or textile fibers from recycled tires. The studied compositions included a reference (RC), two textile fibers (TF) and two steel fibers (SF) concretes. The other aggregates were crushed ones and natural sand and the cement content 400kg/m3 for a water/cement ratio of 0.31. The specimens were tested in compression for different levels of temperature (20, 300, 500 and 700ºC). The specimens were heated, under loading, inside a tubular furnace accomplished to a tensile/compression machine. During the heating, the specimens were subjected to a constant loading level of 0.5fcd. The results of this experimental program showed that steel and textile fibers are a good solution in the compressive behavior of the concrete regarding to cracking control. However, some difficulties in the concrete preparation were experienced as the mixing of fibers.

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Palavras-chave

Concrete Recycled fibers High temperature Compressive strength

Contexto Educativo

Citação

SANTOS; Cristina Calmeiro dos; RODRIGUES, João P. C.; CAETANO, Hugo (2017) - Compressive strength at high-temperatures of concretes made with textile and steel recycled fibers. In International Workshop on Concrete Spalling due to Fire Exposure, 4, Borås,12-13 outubro - Proceedings. Boras: Research Institutes of Sweden. p.73-81

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Research Institutes of Sweden

Licença CC