Experimental based assessment of formwork pressure theoretical design models for self-compacting concrete

نویسندگان

چکیده

Self-Compacting Concrete (SCC) offers favourable properties which help accelerate the casting time, especially in congested reinforced structures but when with SCC uncertainty remains a challenge on behaviour of its formwork pressure. Researchers have introduced several design models to predict pressure and behaviour. This research aims assess that been reported literature. The assessment was carried out through series rigorous laboratory tests results from served as input for mathematical model evaluation. Twelve concrete columns 2 m height were cast study effect varying parameters existing models. documented by monitoring system, capacity produce instant real-time remote development during after casting. pressures calculated according current compared data acquitted tests. showed predicted typically greater than observed DIN18218 relatively close approximation distribution over time. limitation is rate varies, are sensitive parameters. Thus, additional needed enable reliable estimations pressure, example, case low high rates. also rates slump flows generate higher whereas thixotropy faster reduction construction.

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ژورنال

عنوان ژورنال: Journal of building engineering

سال: 2023

ISSN: ['2352-7102']

DOI: https://doi.org/10.1016/j.jobe.2023.106085