Evaluation of Strength Development in Concrete with Ground Granulated Blast Furnace Slag Using Apparent Activation Energy
Autor: | Nosang Vincent Myung, Han-Seung Lee, Soumen Mandal, Seung-Jun Kwon, Hyun-Min Yang, Jitendra Kumar Singh |
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Jazyk: | angličtina |
Rok vydání: | 2020 |
Předmět: |
Materials science
0211 other engineering and technologies 02 engineering and technology Activation energy lcsh:Technology Article law.invention law 021105 building & construction apparent activation energy General Materials Science Composite material lcsh:Microscopy Curing (chemistry) lcsh:QC120-168.85 lcsh:QH201-278.5 lcsh:T ground granulated blast furnace slag 021001 nanoscience & nanotechnology compressive strength Quantitative model Portland cement Compressive strength Ground granulated blast-furnace slag lcsh:TA1-2040 concrete equivalent age lcsh:Descriptive and experimental mechanics lcsh:Electrical engineering. Electronics. Nuclear engineering Mortar 0210 nano-technology lcsh:Engineering (General). Civil engineering (General) lcsh:TK1-9971 |
Zdroj: | Materials, Vol 13, Iss 2, p 442 (2020) Materials Volume 13 Issue 2 |
ISSN: | 1996-1944 |
Popis: | Ground granulated blast furnace slag (GGBFS) conventionally has been incorporated with ordinary Portland cement (OPC) owing to reduce the environmental load and enhance the engineering performance. Concrete with GGBFS shows different strength development of normal concrete, but sensitive, to exterior condition. Thus, a precise strength evaluation technique based on a quantitative model like full maturity model is required. Many studies have been performed on strength development of the concrete using equivalent age which is based on the apparent activation energy. In this process, it considers the effect of time and temperature simultaneously. However, the previous models on the apparent activation energy of concrete with mineral admixtures have limitation, and they have not considered the effect of temperature on strength development. In this paper, the apparent activation energy with GGBFS replacement ratio was calculated through several experiments and used to predict the compressive strength of GGBFS concrete. Concrete and mortar specimens with 0.6 water/binder ratio, and 0 to 60% GGBFS replacement were prepared. The apparent activation energy (Ea) was experimentally derived considering three different curing temperatures. Thermodynamic reactivity of GGBFS mixed concrete at different curing temperature was applied to evaluate the compressive strength model, and the experimental results were in good agreement with the model. The results show that when GGBFS replacement ratio was increased, there was a delay in compressive strength. |
Databáze: | OpenAIRE |
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