海水混凝土在不同养护条件下的力学特性和时效特性

IF 3.9 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Eduarda Nepomuceno, José Sena-Cruz, Lúcio Lourenço, Eduardo Pereira
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引用次数: 0

摘要

由于气候变化、污染和快速城市化加剧了淡水的日益稀缺,建筑行业需要可持续的替代品,例如使用海水生产混凝土。在此框架下,本研究针对不同养护条件下海水和淡水生产的混凝土随时间的压缩和拉伸行为、收缩和徐变响应进行了研究。此外,该研究还评估了将混凝土抗压强度与其他机械性能相关联的现有分析模型的准确性,以及用于模拟收缩和蠕变应变随时间变化的现有公式。对海水混凝土(SWC)和淡水混凝土(FWC)在室温(~ 23°C)、40°C和60°C下空气养护28天后和海水浸泡2.5年的准静态性能进行了分析。在恒温20°C,相对湿度60%的条件下,对试样的收缩和蠕变进行了评估。结果表明,海水的使用在早期会略微降低机械性能(抗压强度降低15%,抗拉强度降低34%),随着时间的推移,差异会逐渐减小。在收缩和蠕变方面,SWC比FWC表现出较小的收缩,但经历了更高的蠕变应变。此外,ACI公式在预测SWC和FWC成分的收缩率方面表现出足够的准确性。这些发现表明,海水可以作为混凝土中的混合水,而不会产生长期的有害影响。因此,在沿海和海洋环境中,海水混合混凝土可能是一种可行且具有资源意识的替代方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mechanical and time-dependent behavior of seawater concrete under different curing conditions

The increasing scarcity of freshwater, intensified by climate change, pollution, and rapid urbanization, demands for sustainable alternatives in the construction industry, such as the use of seawater for concrete production. In this framework, this study addresses the investigation of compressive and tensile behaviors, and shrinkage and creep responses, of concrete produced with seawater and freshwater over time, while submitted to different curing conditions. Additionally, the study assesses the accuracy of existing analytical models that correlate concrete compressive strength with other mechanical properties, and existing formulations for modeling shrinkage and creep strains over time. The quasi-static properties of seawater concrete (SWC) and freshwater concrete (FWC) were analyzed after 28 days of air curing and during 2.5 years of seawater immersion at room temperature (RT, ~ 23 °C), 40 °C, and 60 °C. Shrinkage and creep deformations were assessed using specimens tested under constant temperature of 20 °C and relative humidity of 60%. The results showed that the use of seawater slightly reduced mechanical performance at an early age (up to 15% for compressive strength and 34% for tensile strength), with differences diminishing over time. Regarding shrinkage and creep, SWC exhibited reduced shrinkage but experienced higher creep strains than FWC. Furthermore, the ACI formulations demonstrated adequate accuracy in predicting shrinkage for both SWC and FWC compositions. These findings suggest that seawater can be used as mixing water in concrete without long-term detrimental effects. Therefore, seawater-mixed concrete may represent a feasible and resource-conscious alternative for construction in coastal and marine environments.

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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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