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首页> 外文期刊>Construction and Building Materials >Effects of elevated temperature on the tensile properties of NS-modified self-consolidating engineered cementitious composites and property optimization using response surface methodology (RSM)
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Effects of elevated temperature on the tensile properties of NS-modified self-consolidating engineered cementitious composites and property optimization using response surface methodology (RSM)

机译:升高对NS改性自巩固工程化水泥复合材料和性能优化的抗拉性性能的影响使用响应表面方法(RSM)

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This paper discusses the influence of elevated temperature on the tensile properties (tensile strength, tensile strain, and energy absorption) and microstructure of nano-silica-modified self-consolidating engineered cementitious composites (NS-modified SC-ECC) mixtures. Response surface methodology (RSM) was utilized to develop a design matrix and predictive models and to perform multi-objective optimization for a matrix of mixtures prepared with polyvinyl alcohol (PVA) fiber at 0.5%, 1%, 1.5%, and 2% volume fractions and NS at 0%, 1%, 2%, 3%, and 4% of the weight of cementitious materials at temperatures of 23 degrees C, 100 degrees C, 200 degrees C, 300 degrees C, and 400 degrees C. To investigate the influence of elevated temperature on the certain characteristics of NS-modified SC-ECC mixtures, residual compressive strength, tensile properties, and microstructure properties were assessed at elevated temperatures of up to 400 degrees C for 1 h. Microstructure was examined using scanning electron microscopy before and after the mixtures had been exposed to elevated temperatures; accessible porosity and pore size distribution with cumulative pore volume were measured using mercury intrusion porosity (MIP) to validate the behaviors of the tensile properties and compressive strength of NS-modified SC-ECC mixtures. The results show that the tensile properties of the NS-modified SC-ECC mixtures improve due to pozzolanic reactivity of NS by utilizing the calcium hydroxide (CH) released from cement hydration to produce more calciumsilicate-hydrate (C-S-H) gel, which refines the fiber-matrix and aggregates-matrix interfacial transition zones (ITZ). The pozzolanic reactivity is further facilitated by temperature curing to produce more C-SH gel, improving the fiber-matrix interactions at elevated temperatures of up to 200 degrees C. The PVA fiber improves the elevated temperature behavior of the mixtures and prevents explosive spalling behavior even after the incorporation of 2% NS with a PVA fiber volume of up to 2%. The responses considered in the RSM were tensile strength, tensile strain, and energy absorption. The established models showed high degrees of correlation between the responses and independent variables. Optimized tensile properties could be achieved at 2% PVA fiber volume, 1.3% NS, and a temperature of 125.7 degrees C. The measured absolute deviations (error) between the experimental data and the theoretical (predicted) models' results for tensile strength, tensile strain, and energy absorption were 2.83%, 4.4%, and 1.68%, respectively. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文讨论了升高温度对拉伸性能(拉伸强度,拉伸菌株和能量吸收)的影响和纳米二氧化硅改性的自巩固工程化水泥复合材料(NS-修饰SC-ECC)混合物的微结构。使用响应面方法(RSM)用于开发设计基质和预测模型,并对用聚乙烯醇(PVA)纤维制备的混合物基质的多目标优化,0.5%,1%,1.5%和2%体积在23℃,100℃,200℃,300℃和400℃的温度下,级分和NS在0%,1%,2%,3%和4%的水泥材料重量的重量的4%。研究升高温度对NS改性SC-ECC混合物的某些特征的影响,在高达400℃的升高温度下评估残留抗压强度,拉伸性能和微观结构性能。在混合物暴露于升高的温度之前和之后,使用扫描电子显微镜检查微观结构;使用汞侵入孔隙度(MIP)测量可接近的孔隙度和孔径分布,以验证NS改性SC-ECC混合物的拉伸性能和抗压强度的行为。结果表明,通过利用水泥水合释放的氢氧化钙(CH),NS改性的SC-ECC混合物的拉伸性能通过利用水泥水合释放的氢氧化钙(CH)而产生更多钙硅酸钙 - 水合物(CSH)凝胶,其改进纤维-matrix和聚合 - 矩阵界面过渡区域(ITZ)。通过温度固化进一步促进了波佐反应性,以产生更多C-Sh凝胶,提高升高温度的纤维基质相互作用高达200℃.PVA纤维改善了混合物的温度升高,甚至防止了爆炸性剥落行为掺入2%NS后,PVA纤维体积高达2%。 RSM中考虑的反应是拉伸强度,拉伸应变和能量吸收。建立的模型显示响应和独立变量之间的高度相关性。优化的拉伸性能可以以2%PVA纤维体积,1.3%NS和125.7℃的温度实现。实验数据与理论(预测)模型之间的测量绝对偏差(误差)的拉伸强度,拉伸的结果菌株和能量吸收分别为2.83%,4.4%和1.68%。 (c)2019 Elsevier Ltd.保留所有权利。

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