LC50 fly ash microbead lightweight high-strength concrete: mix ratio design, stress mechanism, and life cycle assessment

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Archives of Civil and Mechanical Engineering Pub Date : 2024-11-06 DOI:10.1007/s43452-024-01066-6
Chao-qiang Wang, Lin Yu, Hao-ran Wang, Sheng-hui Gao, Jian-Shan Huang, Xi Chen, Meng-sheng Shao
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Abstract

This study compared and evaluated the working performance and mechanical properties of LC50 fly ash microbead lightweight high-strength concrete (FLHSC) using fly ash microbeads, cement, water-reducing agent dosage, water–cement ratio, and types of additives as variables. Through reasonable design of expansion tests, bulk density tests, and mechanical strength tests, the basic optimal combination was obtained. The research results indicate that the optimal mix ratio of FLHSC is: fly ash floating beads 230 kg/m3, ceramsite 200 kg/m3, cement 1200 kg/m3, water 360 kg/m3, water-reducing agent 20.4 kg/m3. The water–binder ratio is selected as 0.3, type II water-reducing agent is selected, and the dosage is 1.7% of the cementitious material. Its slumps is 680 mm, and its dry bulk density is 1562.0 kg/m3, the 28-day strength is 52.4 MPa. On this basis, the microstructure and hydration products of FLHSC under different conditions were analyzed in depth using scanning electron microscopy and infrared spectroscopy, and the interface enhancement mechanism and failure mode were studied in depth. It is found that the failure of FLHSC is close to the vertical failure mode, and the crack always passes through the lightweight aggregate. In addition, a life cycle assessment and CO2 emission calculation from production to application were conducted on FLHSC. In addition, a life cycle assessment and CO2 emission calculation were conducted on FLHSC from production to application, and the results showed that FLHSC has better environmental benefits than ordinary C50 concrete, with a CO2 emission of 632.443 (kgCO2/t). Finally, the application of LWHSC was analyzed.

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LC50 粉煤灰微珠轻质高强混凝土:混合比设计、应力机理和生命周期评估
本研究以粉煤灰微珠、水泥、减水剂用量、水灰比和外加剂种类为变量,比较和评价了 LC50 粉煤灰微珠轻质高强混凝土(FLHSC)的工作性能和力学性能。通过合理设计膨胀试验、体积密度试验和机械强度试验,获得了基本的最优组合。研究结果表明,FLHSC 的最佳配合比为:粉煤灰浮珠 230 kg/m3,陶粒 200 kg/m3,水泥 1200 kg/m3,水 360 kg/m3,减水剂 20.4 kg/m3。水胶比选 0.3,减水剂选 II 型,掺量为胶凝材料的 1.7%。坍落度为 680 毫米,干体积密度为 1562.0 公斤/立方米,28 天强度为 52.4 兆帕。在此基础上,利用扫描电子显微镜和红外光谱深入分析了 FLHSC 在不同条件下的微观结构和水化产物,并深入研究了界面增强机理和破坏模式。研究发现,FLHSC 的破坏模式接近于垂直破坏模式,裂缝总是穿过轻质骨料。此外,还对 FLHSC 进行了从生产到应用的生命周期评估和二氧化碳排放计算。此外,还对 FLHSC 进行了从生产到应用的生命周期评估和二氧化碳排放量计算,结果表明 FLHSC 比普通 C50 混凝土具有更好的环境效益,二氧化碳排放量为 632.443(kgCO2/t)。最后,对 LWHSC 的应用进行了分析。
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来源期刊
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
期刊介绍: Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science. The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics. The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation. In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.
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