一个热湿模型来确定在3D打印混凝土中决定冷接缝形成的因素

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Michal Hlobil, Luca Michel, Mohit Pundir, David S. Kammer
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引用次数: 0

摘要

挤压混凝土结构中的冷接头一旦沉积的细丝暴露的表面过早干燥并被一层新混凝土依次覆盖,就会形成。这造成了材料的不均匀性,降低了结构耐久性,缩短了设计使用寿命。许多因素同时影响冷关节的形成,但一个合适的工具,他们的分类是缺乏的。在这里,我们提出了一个计算模型来模拟暴露结构表面的干燥动力学,考虑水泥水化和由此产生的微观结构发展。因此,该模型提供了冷接头形成的时间估计。它使我们能够评估给定几何结构的干燥严重程度,其与环境的相互作用,以及环境条件。我们评估了评估的因素,并提供了缓解冷关节的一般建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A thermo-hygro model to determine the factors dictating cold joint formation in 3D printed concrete
Cold joints in extruded concrete structures form once the exposed surface of a deposited filament dries prematurely and gets sequentially covered by a layer of fresh concrete. This creates a material heterogeneity which lowers the structural durability and shortens the designed service life. Many factors concurrently affect cold joint formation, yet a suitable tool for their categorization is missing. Here, we present a computational model that simulates the drying kinetics at the exposed structural surface, accounting for cement hydration and the resulting microstructural development. The model provides a time estimate for cold joint formation as a result. It allows us to assess the drying severity for a given geometry of the structure, its interaction with the environment, and ambient conditions. We evaluate the assessed factors and provide generalized recommendations for cold joint mitigation.
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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