新型混凝土的可持续发展废物材料:在高温下使用预测模型对强度,脉冲速度和回弹锤数的综合研究

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
M. Shariq , F. Ahmad , A. Masood , A. Fuzail Hashmi , M. Ayaz
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引用次数: 0

摘要

本研究考察了在高温下掺入废料,即磨碎的粒状高炉矿渣(GGBFS)和花岗岩粉生产的混凝土的特性。对混凝土的抗压强度、回弹锤、便携式超声无损数字指示测试仪(PUNDIT)、坍落度等性能进行了研究。用水泥和细骨料代替GGBFS和花岗岩粉,按0、30和50 %的重量百分比配制不同的混凝土配合比。试验结果表明,含有50% % GGBFS和30% %花岗岩粉的混凝土在300℃时抗压强度为26 MPa,优于常规混凝土(300℃时18 MPa)。在600℃时,优化后的混合物强度保持在12 MPa,比对照混合物提高13. %。无损检测显示,在环境条件下,ggbfs -花岗岩混合物的超声波脉冲速度(UPV)超过4.5 km/s(根据IS 13311被评为“优秀”)。改性混合物的回弹锤数从16-24(28天)到18-26(90天)不等,表面硬度降低,但热稳定性增强。提出了适用于任何温度、任何混凝土龄期的不同掺量GGBFS和花岗岩粉混凝土抗压强度、脉冲速度和回弹锤数随龄期变化的新模型。预测模型在估计强度、UPV和回弹数属性方面达到了95 %的准确度( ± 5 %的误差)。采用NSGA-II进行多目标成本优化分析,确定抗压强度最高、最经济、最经济的混凝土配合比。本研究对混凝土生产中废料的适用性提供了有价值的见解,为可持续和耐用的建筑实践提供了潜在的好处。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of novel concrete with sustainable waste materials: A comprehensive study on strength, pulse velocity, and rebound hammer number at elevated temperatures using predictive models
The present study examines the characteristics of concrete produced by incorporating waste materials, namely ground granulated blast furnace slag (GGBFS) and granite powder at elevated temperatures. Various properties of the concrete, such as compressive strength, rebound hammer, Portable Ultrasonic Non-destructive Digital Indicating Tester (PUNDIT), and slump test, have been investigated. Different concrete mixes have been prepared based on different percentages, i.e., 0, 30, and 50 % by weight of GGBFS and granite powder replacements with cement and fine aggregate. Experimental results demonstrated that concrete with 50 % GGBFS and 30 % granite powder retained 26 MPa compressive strength at 300°C, outperforming conventional concrete (18 MPa at 300°C). At 600°C, the optimized mix maintained 12 MPa strength, showing a 13.1 % improvement over control mixes. Non-destructive testing revealed that ultrasonic pulse velocity (UPV) for GGBFS-granite blends exceeded 4.5 km/s (classified as "excellent" per IS 13311) at ambient conditions. Rebound hammer numbers for modified mixes ranged from 16–24 (28 days) to 18–26 (90 days), correlating with reduced surface hardness but enhanced thermal stability. New models have been proposed to evaluate the age-dependent compressive strength, pulse velocity, and rebound hammer number of concrete containing varying percentages of GGBFS and granite powder, applicable at any temperature and any concrete age. Predictive models achieved 95 % accuracy ( ± 5 % error) in estimating strength, UPV, and rebound number properties. Moreover, multi-objective cost optimization analysis was also conducted using NSGA-II to determine the most cost-effective and economical concrete mix with the highest compressive strength. The present study contributes valuable insights into the suitability of waste materials in concrete production, offering potential benefits for sustainable and durable construction practices.
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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