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首页> 外文期刊>Fire Safety Journal >Mesoscale numerical modeling and characterization of the effect of reinforcement textile on the elevated temperature and tensile behaviour of carbon textile-reinforced concrete composite
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Mesoscale numerical modeling and characterization of the effect of reinforcement textile on the elevated temperature and tensile behaviour of carbon textile-reinforced concrete composite

机译:中尺度数值建模与增强纺织效果对碳纺织钢筋混凝土复合材料升高和拉伸行为的影响

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摘要

This paper presents both experimental and mesoscale modeling results of the direct tensile behaviour of two carbon TRC composites at elevated temperatures ranging from 25 degrees C to 600 degrees C. Two reinforcement carbon textiles were manufactured industrially in the factory with different geometries and treatment products to improve the textile/matrix bond. For the numerical approach, the input data of the numerical models were chosen from the experimental results of TRC component materials (carbon textiles, cementitious matrix). The carbon TRCs gave the strain-hardening behaviour with different phases depending on elevated temperature levels. Furthermore, the numerical model highlighted the failure mode with the transversal cracks on the specimen surface, using the crack damage model for the concrete matrix. The effect of elevated temperature on the TRC behaviour and performance of the TRC was determined and analyzed by comparing it with the results obtained at room temperature. By comparing the experimental results on both carbon TRCs, the effect of the reinforcement textile on the thermomechanical behaviour of TRC composites could also be highlighted and discussed. The numerical results of the carbon TRCs at elevated temperature levels were also compared with experimental results. The good agreement obtained between the experimental and numerical results demonstrated the rationality of this numerical model.
机译:本文介绍了两种碳TRC复合材料的实验和Messcale建模结果,在高温下的升高温度范围为25摄氏度至600摄氏度。两种钢筋碳纺织品在工业上在工厂制造,具有不同的几何形状和治疗产品来改善纺织/矩阵键。对于数值方法,从TRC成分材料(碳纺织品,水泥基质)的实验结果中选择了数值模型的输入数据。碳TRC根据升高的温度水平给出具有不同相的应变硬化行为。此外,数值模型突出了试样表面上的横向裂缝的故障模式,使用混凝土矩阵的裂纹损伤模型。通过将其与室温获得的结果进行比较来确定和分析温度对TRC行为和TRC性能的升高的影响。通过比较碳TRC的实验结果,还可以突出和讨论加固纺织品对TRC复合材料的热机械行为的影响。还与实验结果进行了比较了升高温度水平碳TRC的数值结果。实验和数值结果之间获得的良好协议证明了该数值模型的合理性。

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