The development of Sifcon for use in structural applications

SIFCON was first reported in 1984 and showed excellent potential as a structural material. Applications, however, have been slow to emerge. The aim of this investigation was to simplify the production of SIFCON and to identify practical applications. A direct infiltration test was developedt o asses...

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Main Author: Marrs, David Leonard
Published: University of the West of Scotland 1998
Subjects:
Online Access:http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.245380
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spelling ndltd-bl.uk-oai-ethos.bl.uk-2453802015-09-03T03:20:00ZThe development of Sifcon for use in structural applicationsMarrs, David Leonard1998SIFCON was first reported in 1984 and showed excellent potential as a structural material. Applications, however, have been slow to emerge. The aim of this investigation was to simplify the production of SIFCON and to identify practical applications. A direct infiltration test was developedt o assessth e effect of materials and admixtures on the infiltration properties of cement based slurries. A slurry was designed which could infiltrate fibre beds containing up to 16 percent by volume of fibres without the aid of vibration. To achieve this, novel use was made of viscosity modifying admixtures in conjunction with superplasticisers. The mechanical properties of the SIFCON produced using the new slurry were investigated in terms of compression and flexure. It was found that, while the outstanding parameters, in terms of strength and ductility, associated with SIFCON were apparent, the resulting material was strongly anisotropic. The compressive modulus of elasticity was found to be significantly lower than would be expected for conventional concrete of similar strength. Pull-out tests showed that the bond performance was ductile for ribbed reinforcing bars embedded in SIFCON, however, the dependenceo n fibre orientation was highlighted. SIFCON sections were successfully incorporated into reinforced concrete beams and the production of these beams demonstrated the benefits of the self compacting technique. The results of third point loading tests highlighted problems relating to the modulus of rupture of SIFCON, and the difficulties faced when introducing it into reinforced concrete structures. It was also found that the use of SIFCON in horizontally cast beams was inefficient in the compression zone. It is expected that the advances made in the development of the production process will lead to increased acceptance of SIFCON and that new applications will emerge.620.118Slurry infiltrated fibre concreteUniversity of the West of Scotlandhttp://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.245380Electronic Thesis or Dissertation
collection NDLTD
sources NDLTD
topic 620.118
Slurry infiltrated fibre concrete
spellingShingle 620.118
Slurry infiltrated fibre concrete
Marrs, David Leonard
The development of Sifcon for use in structural applications
description SIFCON was first reported in 1984 and showed excellent potential as a structural material. Applications, however, have been slow to emerge. The aim of this investigation was to simplify the production of SIFCON and to identify practical applications. A direct infiltration test was developedt o assessth e effect of materials and admixtures on the infiltration properties of cement based slurries. A slurry was designed which could infiltrate fibre beds containing up to 16 percent by volume of fibres without the aid of vibration. To achieve this, novel use was made of viscosity modifying admixtures in conjunction with superplasticisers. The mechanical properties of the SIFCON produced using the new slurry were investigated in terms of compression and flexure. It was found that, while the outstanding parameters, in terms of strength and ductility, associated with SIFCON were apparent, the resulting material was strongly anisotropic. The compressive modulus of elasticity was found to be significantly lower than would be expected for conventional concrete of similar strength. Pull-out tests showed that the bond performance was ductile for ribbed reinforcing bars embedded in SIFCON, however, the dependenceo n fibre orientation was highlighted. SIFCON sections were successfully incorporated into reinforced concrete beams and the production of these beams demonstrated the benefits of the self compacting technique. The results of third point loading tests highlighted problems relating to the modulus of rupture of SIFCON, and the difficulties faced when introducing it into reinforced concrete structures. It was also found that the use of SIFCON in horizontally cast beams was inefficient in the compression zone. It is expected that the advances made in the development of the production process will lead to increased acceptance of SIFCON and that new applications will emerge.
author Marrs, David Leonard
author_facet Marrs, David Leonard
author_sort Marrs, David Leonard
title The development of Sifcon for use in structural applications
title_short The development of Sifcon for use in structural applications
title_full The development of Sifcon for use in structural applications
title_fullStr The development of Sifcon for use in structural applications
title_full_unstemmed The development of Sifcon for use in structural applications
title_sort development of sifcon for use in structural applications
publisher University of the West of Scotland
publishDate 1998
url http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.245380
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