Brittle Matrix Composites 7 (v. 7) by A M Brandt, V C Li, I H Marshall

By A M Brandt, V C Li, I H Marshall

The overseas Symposium in Brittle Matrix Composites October 13-15, 2003 covers a large spectrum of subject matters together with cement established composites, ceramic composites and  brittle polymer matrix composites.

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40 in M-4 where the intended liquefaction mechanism was observed. The mix proportions used in M-4 resulted in a stable fresh mix with excellent fiber dispersion and flowability (d=25cm) showing no sign of segregation. 19'0, which is a substantial reduction from the air content of the reference mix (-20%) and due to the targeted dense particle microstructure and the absence of HPMC. The transition of mix M-4 from the small-scale planetary mixer to the laboratory drum mixer (V=20dm3), however, did not show the desired results.

The smaller distance between the gel colloids in a LA-cement will result in a lower macroscopic shrinkage deformation when drying occurs. 7""": I \ Double-LayerRepulsion Normal Alkali ,I' van der Waals Attraction Low Alkali Content ... (b) (a) Figure. 6M-%) Portland cement. These ECCs are reinforced with 2% by volume of PVA (Polyvinyl Alcohol) fibers. An ECC-Matrix composition with normal alkali content and without fibers will also be investigated. A small amount of HydroxyPropyl-MethylCellulose (HPMC) was added to the ECC-Matrix composition to prevent segregation.

This discrepancy may be caused by a lower degree of particle dispersion in the drum mixer as compared to the planetary mixer. Due to the substandard fiber dispersion of M-4 in the drum mixer, a slump test was not carried out. 42 and initially mixed at small volume in the planetary mixer. 1YOin M-4. Mix M-5 was then mixed in the laboratory drum mixer and all requirements with respect to workability were met. The particle and fiber dispersion were excellent due to a suitable consistency of the mortar.

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