Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
SEM analysis of bond epoxy based layer between hardened concrete and SFRC repairing
Thin bonded concrete overlay are commonly used nowadays in repairing concrete structures. Nevertheless, the performance of the structural system (repaired structure) depends on the sound bond behaviour between old and new concretes. Frequently, adhesives based on epoxy resins provide this liaison. In this work the behaviour of three different types of based epoxy adhesives was observed in the bonding of different strength concrete class. Samples for backscattered scanning electron microscopy (BSE) were prepared from extracted pieces - containing the bonding layer - of non reinforced concrete slabs overlaid with thin bonded steel fibre reinforced concrete (SFRC) layer. Different features of each bonding layer epoxy resin type which may explain differentiate mechanical pull-off results as well as failure modes were observed. Micrographs obtained with BSE give clearly bond layer arrangement and minimum and maximum thickness, typical air voids porosity, presence of hydrated cement paste embedded in epoxy layer, mineral admixtures contained in epoxy, and also relevant micro fissures existing in concrete substrate. ; Fundação para a Ciência e a Tecnologia (FCT) - PhD grant number SFRH/BD/11232/ 2002. ; Sika SA. ; Companhia Geral de Cal e Cimento SA (SECIL). ; Degussa Construction Chemicals Portugal SA. ; Pedreiras Bezerras. ; Bekaert NV.
SEM analysis of bond epoxy based layer between hardened concrete and SFRC repairing
Thin bonded concrete overlay are commonly used nowadays in repairing concrete structures. Nevertheless, the performance of the structural system (repaired structure) depends on the sound bond behaviour between old and new concretes. Frequently, adhesives based on epoxy resins provide this liaison. In this work the behaviour of three different types of based epoxy adhesives was observed in the bonding of different strength concrete class. Samples for backscattered scanning electron microscopy (BSE) were prepared from extracted pieces - containing the bonding layer - of non reinforced concrete slabs overlaid with thin bonded steel fibre reinforced concrete (SFRC) layer. Different features of each bonding layer epoxy resin type which may explain differentiate mechanical pull-off results as well as failure modes were observed. Micrographs obtained with BSE give clearly bond layer arrangement and minimum and maximum thickness, typical air voids porosity, presence of hydrated cement paste embedded in epoxy layer, mineral admixtures contained in epoxy, and also relevant micro fissures existing in concrete substrate. ; Fundação para a Ciência e a Tecnologia (FCT) - PhD grant number SFRH/BD/11232/ 2002. ; Sika SA. ; Companhia Geral de Cal e Cimento SA (SECIL). ; Degussa Construction Chemicals Portugal SA. ; Pedreiras Bezerras. ; Bekaert NV.
SEM analysis of bond epoxy based layer between hardened concrete and SFRC repairing
Bonaldo, Everaldo (Autor:in) / Gomes, J. P. Castro (Autor:in) / Barros, Joaquim A. O. (Autor:in) / Lourenço, Paulo B. (Autor:in)
01.01.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
DDC:
690
Bond characterization between concrete base and repairing SFRC by pull-off tests
BASE | 2004
|Bond characterization between concrete substrate and repairing SFRC using pull-off testing
BASE | 2005
|Twincone SFRC Structural Concrete
British Library Conference Proceedings | 1995
|