2014
DOI: 10.2495/hpsm140181
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The high temperature resistance of a para-aramid fibre-reinforced concrete composite

Abstract: This article deals with a para-aramid fibre-reinforced composite based on Portland cement and is exposed to a high temperature loading. The main emphasis is on the residual properties after a temperature loading (of up to 1000°C). Two basic mixtures were designed, the first without para-aramid fibres and the second with them. The studied materials were exposed to three different temperature loadings and then a group of physical characteristics was determined. The designed fibre-reinforced composite could find … Show more

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Cited by 2 publications
(3 citation statements)
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“…Basic physical and mechanical properties and their changes after three hours temperature loading were investigated by using conventional mortar specimens of size 40 x 40 x 160 mm 3 . It was experimentally verified that the appropriate combination of aluminous cement with metakaolin additive and natural crushed basalt aggregates ensure sufficient properties for practical utilization.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Basic physical and mechanical properties and their changes after three hours temperature loading were investigated by using conventional mortar specimens of size 40 x 40 x 160 mm 3 . It was experimentally verified that the appropriate combination of aluminous cement with metakaolin additive and natural crushed basalt aggregates ensure sufficient properties for practical utilization.…”
Section: Discussionmentioning
confidence: 99%
“…Sudden escaping of steam is often the reason of surface spalling of HPC described in several studies and practical experiences [1,2]. The behavior of concrete surface layer of highperformance concrete with special consideration to spalling was described in [3].…”
Section: Introductionmentioning
confidence: 99%
“…Due to the different specific surface of used cements (CEM 52.5 R has higher specific surface) the workability of these mixtures were different while maintaining the water to cement ratio. According to previous research the optimal combination of two length of basalt fibers were chosen [8,9].…”
Section: Provided Experimentsmentioning
confidence: 99%