Hybrid concretes: solutions for better bond and splitting tensile strength under elevated heat exposure

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
H. Elkady, Ola M. Bakr, M. Kohail, E. A. Nasr
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Abstract

PurposeThis paper presents the second part of the investigation on resistance to elevated temperatures of a proposed hybrid composite concrete (NCSF-Crete) mix. The composite including nano metakaolin (NC) and steel fibers (SF) in addition to regular concrete components has proven -in the first published part-earlier promoted fresh concrete behavior, and to have reduced loss in compressive strength after exposure to a wide range of elevated temperatures. This presented work evaluates another two critical mechanical characteristics for the proposed composite -namely- splitting and bond strengths.Design/methodology/approachA modified formula correlating splitting and compressive strength (28 days) based on experiments results for NCSF is proposed and compared to formulas derived for regular concrete in different design codes. Finally, both spitting and bond strengths are evaluated pre- and post-exposure to elevated temperatures reaching 600 °C for two hours.FindingsThe proposed NCSF-Crete shows remarkable fire endurance, especially in promoting bond strength as after 600 °C heat exposure tests, it maintained strength equivalent to 70% of a regular concrete control mix at room temperature. Improving residual splitting strength was very significant up to 450 °C exposure.Research limitations/implicationsObvious deterioration is monitored in splitting resistance for all concretes at 600 °C.Practical implicationsThis proposed composite improved elevated heats resistance of the most significant concrete mechanical properties.Social implicationsUsing a more green and sustainable constituents in the composite.Originality/valueThe proposed composite gathers the merits of using NC and SF, each has been investigated separately as an addition to concrete mixes.
混合混凝土:在高温暴露下获得更好粘结和劈裂抗拉强度的解决方案
目的本文提出了一种建议的混合复合混凝土(NCSF-Crete)混合抗高温研究的第二部分。这种复合材料包括纳米偏高岭土(NC)和钢纤维(SF),以及常规的混凝土成分,已经被证明可以促进新混凝土的性能,并减少暴露在大范围高温下的抗压强度损失。本研究评估了复合材料的另外两个关键力学特性,即劈裂和粘结强度。设计/方法/方法基于NCSF的试验结果,提出了一个改进的劈裂和抗压强度(28天)相关公式,并与不同设计规范下的普通混凝土公式进行了比较。最后,在600°C的高温下暴露两小时,评估了喷淋强度和粘合强度。研究结果表明,NCSF-Crete具有显著的耐火性能,特别是在提高粘结强度方面,经过600°C的热暴露试验,它在室温下保持的强度相当于常规混凝土控制混合料的70%。在450°C下,残余劈裂强度的提高非常显著。研究局限性/意义所有混凝土在600°C时的抗劈裂性能均监测到明显的劣化。实际意义:这种提出的复合材料提高了混凝土最重要的机械性能的耐热性。社会意义在复合材料中使用更绿色和可持续的成分。独创性/价值所提出的复合材料集合了使用NC和SF的优点,每一种都被单独研究作为混凝土混合料的添加剂。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Structural Fire Engineering
Journal of Structural Fire Engineering CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.20
自引率
10.00%
发文量
28
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