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Characterisation of Ultra-High Performance Fibre Reinforced Concrete (UHPFC) under tensile loading by acoustic emission and optical deformation analysis

  • During the past 20 years, innovative developments in concrete technology have enabled the production of ultra-high performance fibre reinforced concretes (UHPFC) for the protection and preservation of concrete structures. The main characteristics of UHPFC comprise high compressive and flexural strength as well as high ductility compared to normal strength, normal weight concrete (NSC). This paper focuses on the analysis of crack formation and crack propagation in UHPFC under tensile loading under quasistatic conditions by using acoustic emission (AE) and optical deformation analysis (ODA). AE is a non-destructive technique to monitor the development of micro structural damage processes caused by external forces. In this context, AE allows for a continuous monitoring of changes in the microstructure (cracks) over time and the corresponding localisation by appropriate algorithms. The AE measurements were performed along with ODA at the surface of the samples in order to analyse theDuring the past 20 years, innovative developments in concrete technology have enabled the production of ultra-high performance fibre reinforced concretes (UHPFC) for the protection and preservation of concrete structures. The main characteristics of UHPFC comprise high compressive and flexural strength as well as high ductility compared to normal strength, normal weight concrete (NSC). This paper focuses on the analysis of crack formation and crack propagation in UHPFC under tensile loading under quasistatic conditions by using acoustic emission (AE) and optical deformation analysis (ODA). AE is a non-destructive technique to monitor the development of micro structural damage processes caused by external forces. In this context, AE allows for a continuous monitoring of changes in the microstructure (cracks) over time and the corresponding localisation by appropriate algorithms. The AE measurements were performed along with ODA at the surface of the samples in order to analyse the deformation behaviour of the samples and the crack propagation. For the tests, a UHPFC reference mixture was developed and tested with three different volume percentages of steel fibres (1.0 V.-%, 2.0 V.-%, and 3.0 V.-%). This paper shows that the application of AE is a suitable method to analyse the crack propagation in UHPFC specimens under tensile loading and to localise the crack initiation. Furthermore, insights into the failure mechanism of the fibres are offered by the analysis of the signals of the AE measurements, which allows for a better understanding of UHPFC and its general performance.zeige mehrzeige weniger

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  • Babski et al. - Characterisation of UHPFC under Tensile Loading by Acoustic Emission and Optical Deformation Analysis.pdf
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  • HiPerMat 2016_Titelblatt und Impressum.pdf
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Autor*innen:Veronika Babski, Götz HüskenORCiD, Stephan PirskawetzORCiD, Noah Ehlers, Hans-Carsten KühneORCiD, H.J.H. Brouwers
Persönliche Herausgeber*innen:E. Fehling, B. Middendorf, J. Thiemicke
Dokumenttyp:Beitrag zu einem Tagungsband
Veröffentlichungsform:Verlagsliteratur
Sprache:Englisch
Titel des übergeordneten Werkes (Englisch):Proceedings of HiPerMat 2016 - 4th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials Kassel
Jahr der Erstveröffentlichung:2016
Herausgeber (Institution):Universität Kassel
Verlag:Kassel University Press
Verlagsort:Kassel
Erste Seite:1
Letzte Seite:9
DDC-Klassifikation:Technik, Medizin, angewandte Wissenschaften / Ingenieurwissenschaften / Ingenieurbau
Freie Schlagwörter:Acoustic emission; Crack formation; Crack propagation; Optical deformation analysis; Tensile loading; UHPFC
Veranstaltung:4th International Symposium on Ultra-High Performance Concrete and High Performance Materials (HiPerMat)
Veranstaltungsort:Kassel, Germany
Beginndatum der Veranstaltung:09.03.2016
Enddatum der Veranstaltung:11.03.2016
ISBN:978-3-7376-0094-1
Verfügbarkeit des Dokuments:Datei im Netzwerk der BAM verfügbar ("Closed Access")
Datum der Freischaltung:19.07.2016
Referierte Publikation:Nein
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