Factors that influence the flexural strength characteristics of the cement-water and the cementsilica fume-water systems reinforced with inorganic wollastonite micro-fibres are discussed. The effect of the wollastonite micro-fibres on matrix pore structure was investigated using mercury intrusion po
Mechanical properties and microstructure of high alumina cement-based binders reinforced with natural wollastonite micro-fibres
โ Scribed by Norman M.P. Low; J.J. Beaudoin
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 659 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0008-8846
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โฆ Synopsis
Results of an investigation to determine the dependence of mechanical properties on microstructure of high alumina cement (HAC)-based binders reinforced with natural woUastonite micro-fibres are reported. Two composite systems were studied. One was the HAC -wollastonite system the other the HAC-silica fume-woUastonite system. In both systems, wollastonite micro-fibres varying from 2% to 15% by volume were blended with the base cement matrix. The composite specimens were evaluated by flexural testing and microstructural characterization including mercury intrusion porosimetry, helium gas pycnometry, and isopropyl alcohol saturation measurements. Flexural strength of both composite systems increased linearly with concentralJon of woUastonite micro-fibres. The replacement of HAC with silica fume resulted in a small reduction of the flexural strength. Variation in flexural toughness, ductility, total porosity anti pore size distribution between composite systems is discussed.
๐ SIMILAR VOLUMES
The stability of Portland cement-based binders reinforced with natural wollastonite micro-fibres was investigated for hydration periods up to one year. The wollastonite microfibres imbedded in the hydrated cement paste were examined employing a scanning electron microscopy technique. Composite speci
An analysis of the flexural toughness and ductility of Portland cement-based binders reinforced with natural woUastonite micro-fibres is reported. The flexural toughness was calculated as the sum of finite area increments under the entire load-deflection curve and the ductility was determined from t