Experimental investigation and analytical modeling of the crack width effect on the fire performance of carbon textile-reinforced concrete composite

Trần Mạnh Tiến, X. H. Vu, E. Ferrier, Pham-Duc Tho, Bui Thi Loan
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引用次数: 1

Abstract

In comparison with fiber-reinforced polymer (FRP) composite, the textile-reinforced concrete (TRC) presents stability in mechanical performance at elevated temperatures thanks to a thermal protection layer by the cementitious matrix. This paper presents the experimental characterization and analytical modeling for fire performance of carbon TRC under the thermomechanical regime at constant tensile force. The carbon TRC is manufactured from the cementitious matrix with good thermal properties (refractory matrix) and the reinforcement of carbon textiles. In the experiment, the ultimate strength of the carbon TRC specimen was firstly identified from the direct tensile tests at ambient temperature. Afterwards, in the thermomechanical regime, the fire performance of carbon TRC specimens according to 5 loading levels ranging from 10% to 75% related to its ultimate strength was determined. As a result, the effect of crack appearance on this thermomechanical performance was highlighted and analyzed. For the analytical modeling, a model was calibrated with the experimental results to predict the fire performance of carbon TRC by taking into account the effect of crack width.
裂缝宽度对碳纤维布-增强混凝土复合材料防火性能影响的试验研究与分析建模
与纤维增强聚合物(FRP)复合材料相比,由于胶凝基质的热保护层,纺织增强混凝土(TRC)在高温下具有稳定的机械性能。本文介绍了碳TRC在恒拉力热力学条件下的燃烧性能的实验表征和分析模型。碳TRC是由具有良好热性能的胶凝基质(耐火基质)和碳纺织品的增强剂制成的。在实验中,碳TRC试样的极限强度首先通过常温下的直接拉伸试验确定。随后,在热力机制下,测定了碳TRC试样在10% ~ 75%的5种加载水平下的耐火性能及其极限强度。因此,重点分析了裂纹形貌对其热力学性能的影响。在分析建模中,利用实验结果对模型进行校正,考虑裂纹宽度的影响,预测碳TRC的防火性能。
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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