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Mechanical properties of ultra-high-performance fiber-reinforced concrete at cryogenic temperatures

机译:超高性能纤维增强混凝土在低温下的力学性能

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This paper aims to investigate the influence of exposure to cryogenic temperatures using liquid nitrogen on the mechanical properties of normal concrete (NC) and ultra-high-performance fiber-reinforced concrete (UHPFRC), which is commercially available. This research was carried out to examine the feasibility of using UHPFRC for a liquefied natural gas storage tank. For this, both compressive and direct tensile tests were performed at three different testing conditions: ambient temperature, cryogenic temperature (-170 degrees C), and recovered ambient temperature after experiencing the cryogenic temperature. The test results showed that the compressive strengths of both NC and UHPFRC were noticeably increased at the cryogenic temperature compared with those at ambient temperature. However, there was no improvement in the tensile strength of NC at the cryogenic temperature, and its tensile strength was deteriorated after exposure to the cryogenic temperature. In contrast with NC, the tensile performance of UHPFRC significantly increased, including improvements in strength, post-cracking stiffness, and energy absorption capacity. Given the superior mechanical properties, it was concluded that UHPFRC is suitable for liquefied natural gas storage tanks. (C) 2017 Elsevier Ltd. All rights reserved.
机译:本文旨在研究液氮暴露于低温下对普通混凝土(NC)和市售超高性能纤维增强混凝土(UHPFRC)的机械性能的影响。进行这项研究以检验将UHPFRC用于液化天然气储罐的可行性。为此,在三种不同的测试条件下进行了压缩和直接拉伸测试:环境温度,低温(-170摄氏度)和在经历低温之后恢复的环境温度。试验结果表明,与环境温度相比,低温下NC和UHPFRC的抗压强度均明显提高。然而,在低温下NC的拉伸强度没有改善,并且在暴露于低温下后其拉伸强度劣化。与NC相比,UHPFRC的拉伸性能显着提高,包括强度,开裂后刚度和能量吸收能力的提高。鉴于其优越的机械性能,可以得出结论,UHPFRC适用于液化天然气储罐。 (C)2017 Elsevier Ltd.保留所有权利。

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