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Verifizierung zerstörungsfreier Prüfverfahren zur Detektion von Spannstahlschäden an Spannbetonbauteilen mit nachträglichem Verbund

  • For an assessment of the risk potential of existing structures where in the case of prestressing steel damage the load-bearing capacity could be significantly affected non-destructive testing techniques which enable reliable evaluation of the condition of the prestressing steels are of utmost importance. During the demolition of the Hohenzollerndamm bridge in Berlin where damage of prestressing wires due to hydrogen-induced stress corrosion cracking were found in former investigations parts of the girders of the bridge superstructure could be taken out. After non-destructive investigation by means of two testing techniques based on magnetic leakage flux measurement and one technique based on electromagnetic resonance measurement the single wires were inspected in order to verify the non-destructive testing results with respect to their reliability. From the results it can be concluded that areas with fractures of several wires could be detected by the two techniques based on magneticFor an assessment of the risk potential of existing structures where in the case of prestressing steel damage the load-bearing capacity could be significantly affected non-destructive testing techniques which enable reliable evaluation of the condition of the prestressing steels are of utmost importance. During the demolition of the Hohenzollerndamm bridge in Berlin where damage of prestressing wires due to hydrogen-induced stress corrosion cracking were found in former investigations parts of the girders of the bridge superstructure could be taken out. After non-destructive investigation by means of two testing techniques based on magnetic leakage flux measurement and one technique based on electromagnetic resonance measurement the single wires were inspected in order to verify the non-destructive testing results with respect to their reliability. From the results it can be concluded that areas with fractures of several wires could be detected by the two techniques based on magnetic leakage flux measurement.zeige mehrzeige weniger

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Metadaten
Autoren/innen:Jürgen Mietz, Joachim Fischer
Dokumenttyp:Zeitschriftenartikel
Veröffentlichungsform:Verlagsliteratur
Sprache:Deutsch
Titel des übergeordneten Werkes (Deutsch):Beton- und Stahlbetonbau
Jahr der Erstveröffentlichung:2005
Verlag:Ernst
Verlagsort:Berlin
Jahrgang/Band:100
Ausgabe/Heft:8
Erste Seite:656
Letzte Seite:663
DOI:https://doi.org/10.1002/best.200590181
ISSN:0005-9900
ISSN:1437-1006
Verfügbarkeit des Volltexts:Papiergebundenes Belegexemplar in der Bibliothek der BAM vorhanden ("Hard-copy Access")
Bibliotheksstandort:Sonderstandort: Publica-Schrank
Bibliotheksstandort:ZB 16
Datum der Freischaltung:19.02.2016
Referierte Publikation:Ja
Datum der Eintragung als referierte Publikation:08.11.2005