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Birkhauser Dauerhaftigkeit von Stahlbetonwerken; Auswirkungen der Rissbildung: 160 (Institut für Baustatik und Konstruktion, 160)

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75 days 0 19 38 56 75 £40 Days at Price

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Description

1. Ausgangslage und Anlass zur Durchführung des vorliegenden Forschungsprojektes 1 1. 1 Grundsätzliches zur Rissbildung in Stahlbetonbauteilen 1 1. 1. 1 Ursachen der Rissbildung 1 1. 1. 2 Erscheinungsformen der Risse 3 1. 1. 3 Berechnung der Rissbreite von Spannungsrissen 3 1. 2 Theoretische Grundlagen der Bewehrungskorrosion 4 1. 2. 1 Voraussetzungen für den Ablauf des Korrosionsprozesses 4 1. 2. 2 Korrosionsmechanismus 4 1. 2. 3 Korrosionsvorgang bei verschiedenen Rissarten 6 -Querrisse 7 -Längsrisse 7 -Wasserführende Trennrisse 7 1. 2. 4 Chlorideinwirkung 8 -Chloridinduzierte Korrosion, Zerstörung des Passivfilms 8 -Chloridinfiltration 8 -Beaufschlagungsbereiche 9 -Chloridbindung durch Zement 10 1. 2. 5 Karbonatisierung 11 -Karbonatisierung in der ungerissenen Betondeckschicht 11 -Karbonatisierung in den Rissen 12 1. 3 Auffassungen und Untersuchungen über die Auswirkung von 13 Rissen auf die Bewehrungskorrosion 1. 3. 1 Auffassungen in der Praxis 13 1. 3. 2 Auffassungstrend in der Theorie 13 1. 3. 3 Zusammenfassung der durchgeführten Untersuchungen 14 -Laborversuche 14 -Versuche mit Betonteilen im Meerwasser 15 -Feldversuche 16 1. 3. 4 Kritik der durchgeführten Untersuchungen 17 1. 4 Zielsetzung des vorliegenden Forschungsprojektes 17 2. Durchführung der Felduntersuchungen 18 2. 1 Auswahl der Objekte 18 2. 2 Durchführung der Probenahme 19 2. 3 Ausgewählte Parameter 19 2. 4 Vorgehen bei der Ermittlung der Parameter 19 2. 4. 1 Korrosionsgrade 20 2. 4. 2 Rissbreite 22 2. 4. 3 Betondeckung 22 2. 4. 4 Chloridgehalt 22 2. 4. 5 Karbonatisierungstiefen 23 2. 4. 6 Porosität und Rohdichte 24 2. 4. 7 Frostbeständigkeit 26 2. 4.

Product Specifications

Format
paperback
Domain
Amazon UK
Release Date
23 August 2014
Listed Since
06 August 2014

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No barcode data available

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