Multiscale prediction of thermal damage for hybrid fibers reinforced cementitious composites blended with fly ash at high temperatures

IF 4 2区 工程技术 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY International Journal of Damage Mechanics Pub Date : 2024-02-26 DOI:10.1177/10567895241233866
Kai Cao, Ganggui Liu, Hui Li, Zhiyi Huang
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Abstract

Thermal damage assessment of cementitious composites is essential for evaluating post-fire health conditions of the engineering structures, as well as the basis for reinforcement and repair after fires. Fibers and fly ash are widely used in cementitious composites due to their excellent properties. However, quantifying and predicting the thermal damage of hybrid fibers reinforced cementitious composites blended with fly ash at high temperatures is still inexplicit. Hence, this study aims to realize multiscale prediction of thermal damage for hybrid fibers reinforced cementitious composites blended with fly ash at high temperatures. First, the volumes of the phase compositions during hydration and dehydration are calculated by the hydration of cement and fly ash and the dehydration of hydration products. Then, a multiscale model is established to predict the thermal damage of hybrid fibers reinforced cementitious composites and verified by the experimental data. At last, the temperature field of tunnel lining structure in fires is obtained by numerical modeling and employing it to predict thermal damage at different thicknesses and moments. Results show that the heating rate determines the dehydration degree of hydration products and the volumes of the phase composites at high temperatures. The proposed multiscale model can reflect the thermal microcracking of cement paste, the interfacial thermal damage between aggregates and the cement paste, and the deterioration of elastic modulus of fibers. After three hours of exposure to fires, serious damage appears at the surface and the thickness of 2 cm and 5 cm of the lining, while there is nearly no damage at a thickness of 30 cm or more.
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多尺度预测与粉煤灰混合的混合纤维增强水泥基复合材料在高温下的热损伤
水泥基复合材料的热损伤评估对于评估工程结构的火灾后健康状况至关重要,同时也是火灾后加固和修复的基础。纤维和粉煤灰因其优异的性能被广泛应用于水泥基复合材料中。然而,对掺有粉煤灰的混合纤维增强水泥基复合材料在高温下的热损伤进行量化和预测仍是一个未知数。因此,本研究旨在实现对掺有粉煤灰的混合纤维增强水泥基复合材料在高温下的热损伤进行多尺度预测。首先,通过水泥和粉煤灰的水化以及水化产物的脱水,计算水化和脱水过程中相组成的体积。然后,建立了预测混合纤维增强水泥基复合材料热损伤的多尺度模型,并通过实验数据进行了验证。最后,通过数值建模获得隧道衬砌结构在火灾中的温度场,并利用该温度场预测不同厚度和力矩下的热损伤。结果表明,加热速率决定了高温下水化产物的脱水程度和相复合材料的体积。所提出的多尺度模型可以反映水泥浆的热微裂纹、集料与水泥浆之间的界面热损伤以及纤维弹性模量的劣化。在火灾中暴露三小时后,衬里表面和厚度为 2 厘米和 5 厘米的部分出现严重破坏,而厚度为 30 厘米或更厚的部分几乎没有破坏。
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来源期刊
International Journal of Damage Mechanics
International Journal of Damage Mechanics 工程技术-材料科学:综合
CiteScore
8.70
自引率
26.20%
发文量
48
审稿时长
5.4 months
期刊介绍: Featuring original, peer-reviewed papers by leading specialists from around the world, the International Journal of Damage Mechanics covers new developments in the science and engineering of fracture and damage mechanics. Devoted to the prompt publication of original papers reporting the results of experimental or theoretical work on any aspect of research in the mechanics of fracture and damage assessment, the journal provides an effective mechanism to disseminate information not only within the research community but also between the reseach laboratory and industrial design department. The journal also promotes and contributes to development of the concept of damage mechanics. This journal is a member of the Committee on Publication Ethics (COPE).
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