Composites Based on Alternative Raw Materials at High Temperature Conditions
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Melichar, Tomáš
Bydžovský, Jiří
Dufka, Amos
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Mark
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Budapest University of Technology and Economics
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This paper presents newly developed polymer-cement composites. The primary binder (cement) was partially substituted by use of blast-furnace slag and high-temperature fly ash. A lightweight aggregate – agloporite (grain size in range 1–2 mm) was used among other components. This porous aggregate is produced from energy by-products (fly ash). Attention was focused on the behavior of the composites when exposed to elevated temperatures (400 °C–1,000°C). The influence of several different methods of temperature decrease was assessed – slow (in furnace 1°C/min) and rapid (laboratory ambient 22°C and water bath 18°C). Specific dimensional changes were determined, including strength characteristics and bulk density.
This paper presents newly developed polymer-cement composites. The primary binder (cement) was partially substituted by use of blast-furnace slag and high-temperature fly ash. A lightweight aggregate – agloporite (grain size in range 1–2 mm) was used among other components. This porous aggregate is produced from energy by-products (fly ash). Attention was focused on the behavior of the composites when exposed to elevated temperatures (400 °C–1,000°C). The influence of several different methods of temperature decrease was assessed – slow (in furnace 1°C/min) and rapid (laboratory ambient 22°C and water bath 18°C). Specific dimensional changes were determined, including strength characteristics and bulk density.
This paper presents newly developed polymer-cement composites. The primary binder (cement) was partially substituted by use of blast-furnace slag and high-temperature fly ash. A lightweight aggregate – agloporite (grain size in range 1–2 mm) was used among other components. This porous aggregate is produced from energy by-products (fly ash). Attention was focused on the behavior of the composites when exposed to elevated temperatures (400 °C–1,000°C). The influence of several different methods of temperature decrease was assessed – slow (in furnace 1°C/min) and rapid (laboratory ambient 22°C and water bath 18°C). Specific dimensional changes were determined, including strength characteristics and bulk density.
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Keywords
elevated temperature , rapid cooling , polymer-cement , mortar , fly ash , blast furnace slag , agloporite , strength , density , bond , residual properties , elevated temperature , rapid cooling , polymer-cement , mortar , fly ash , blast furnace slag , agloporite , strength , density , bond , residual properties
Citation
Periodica Polytechnica-Civil Engineering. 2017, vol. 61, issue 4, p. 911-919.
https://pp.bme.hu/ci/article/view/9820
https://pp.bme.hu/ci/article/view/9820
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en
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Except where otherwised noted, this item's license is described as Creative Commons Attribution 3.0 Unported

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