TY - JOUR A1 - Beck, M. A1 - Burkert, Andreas T1 - Korrosion von Stahl in Beton N2 - Die Sicherstellung der Dauerhaftigkeit von Stahlbetonbauwerken erfolgt über Regelwerke, die auf einem umfangreichen Wissen über die Eigenschaften der verwendeten Baustoffe beruhen. Weiterhin dienen Beobachtungen und Untersuchungen dazu, eine genaue Aussage über den Ist-Zustand von Bauwerken abgeben zu können. Eine detaillierte Bestandsaufnahme und Zustandsanalyse auf Grundlage geeigneter Messdaten ermöglicht eine Prognose über die verbleibende Nutzungsdauer. Fortlaufende Untersuchungen können auch dazu genutzt werden, Wartungs- und Sanierungsintervalle auf der Grundlage von Regelwerken zu koordinieren und so den Erhalt von Bauwerken zu sichern. KW - Stahlbeton KW - Passivität KW - Depassivierung KW - Karbonatisierung KW - Chlorinduzierte Korrosion PY - 2011 VL - 2 SP - 5 EP - 8 PB - VBD-Geschäftsstelle CY - Hannover AN - OPUS4-24246 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Burkert, Andreas A1 - Beck, M. T1 - Detektion von Bewehrungsstahlkorrosion nach dem DGZfP - Merkblatt B 3 zur elektrochemischen Potentialfeldmessung N2 - Im ersten Teil dieses Beitrags [1] sind die Grundlagen der Passivität und der Depassivierung sowie des Korrosionsfortschritts von Stahl in Beton eingehend dargestellt worden. Die entstehenden Korrosionsprodukte werden zunächst vom Porengefüge des Betons aufgenommen, ohne dass es zu äußerlich sichtbaren Veränderungen an der Betonoberfläche kommt. Infolge der sich einstellenden Sättigung des Porenraumes mit Korrosionsprodukten und des daraus resultierenden Spannungsaufbaus im Beton können Folgeschäden, wie Risse und Abplatzungen am Bauwerk entstehen, die notwendige Sanierungsmaßnahmen bedingen. KW - Stahlbeton KW - Passivität KW - Chlorinduzierte Korrosion KW - Potentialmessung KW - Einflüsse KW - Fehlerquellen PY - 2011 VL - 3 SP - 5 EP - 8 PB - VBD-Geschäftsstelle CY - Hannover AN - OPUS4-24830 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schott, M. A1 - Lorrmann, H. A1 - Szczerba, Wojciech A1 - Beck, M. A1 - Kurth, D.G. T1 - State-of-the-art electrochromic materials based on metallo-supramolecular polymers N2 - Metal ion induced self-assembly of iron(II)-acetate with the rigid ditopic ligand 1,4-bis(2,2':6',2''-terpyridin-4'-yl)benzene results in a metallo-supramolecular coordination polyelectrolyte (Fe-MEPE). Fe-MEPE shows a strong absorption band in the visible region around 590 nm, attributed to a metal-to-ligand-charge-transfer (MLCT) transition, which is responsible for the deep blue colour. Large area thin films of high optical quality can be readily fabricated by a dip coating process on transparent conducting electrodes. The Fe-MEPE films have a temperature stability up to 80 °C, measured by optical spectroscopy and XAFS (x-ray absorption fine structure). The cathodically coloured Fe-MEPE shows outstanding electrochromic properties and can be reversibly switched from Fe(II) (blue) to Fe(III) (colourless) by applying a potential of 4.1 V vs. Li/Li+. A very high optical contrast ΔT of 71% at a wavelength of 590 nm and a colouration efficiency of around 525 cm² C-1 can be realized. The devices show a long-term stability about 10,000 cycles. Thus, Fe-MEPE is a very promising electrochromic material for future applications of smart windows. KW - Metallo-supramolecular polyelectrolytes KW - Electrochromism KW - Dip coating KW - Cyclic voltammetry KW - Colouration efficiency PY - 2014 U6 - https://doi.org/10.1016/j.solmat.2014.03.032 SN - 0927-0248 VL - 126 SP - 68 EP - 73 PB - NH, Elsevier CY - Amsterdam [u.a.] AN - OPUS4-30723 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schott, M. A1 - Szczerba, Wojciech A1 - Posset, U. A1 - Vuk, A.S. A1 - Beck, M. A1 - Riesemeier, Heinrich A1 - Thünemann, Andreas A1 - Kurth, D. G. T1 - In operando XAFS experiments on flexible electrochromic devices based on Fe(II)-metallo-supramolecular polyelectrolytes and vanadium oxides N2 - Flexible electrochromic devices (ECDs) based on Fe(II)-metallo-supramolecular polyelectrolytes (Fe-MEPE) and vanadium oxide are studied in operando by means of x-ray absorption fine structure (XAFS) spectroscopy. The ECDs are blue-purple in the colored state at 0.0 V and become light yellow when a voltage of 1.6 V is applied. The XAFS studies at the K-edge of Fe(II) reveals that the absorption edge is shifted toward higher energies by 1.8 eV in the transparent state. Comparison of two different ECDs and different charge cycles demonstrates the reversibility and repeatability of the process. We attribute the shift to a charge transfer and a change of oxidation state of the ions from Fe2+ to Fe3+. The transition is not accompanied by a noticeable structural change of the octahedral coordination geometry as confirmed by analysis of the extended x-ray absorption fine structure (EXAFS) data. (C) 2015 Elsevier B.V. All rights reserved. KW - Metallo-supramolecular polyelectrolytes KW - Vanadium oxide KW - Electrochromism KW - Electrochromic device KW - Cyclic voltammetry KW - XAFS PY - 2016 U6 - https://doi.org/10.1016/j.solmat.2015.10.015 SN - 0927-0248 VL - 147 SP - 61 EP - 67 PB - Elsevier B.V. CY - Amsterdam [u.a.] AN - OPUS4-35251 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Winkler, Juliette A1 - Beck, M. A1 - Gluth, Gregor ED - Schneider, F. ED - Hehl, K. ED - Heyde, S. T1 - Kurz- und mittelfristige Verbundfestigkeit von alkaliaktivierten Mörteln auf Beton N2 - Ein zentrales Fundament moderner Gesellschaften ist eine intakte Abwasserinfrastruktur. Schäden infolge biogener Schwefelsäurekorrosion von konventionellen Betonen haben jedoch zu einem erheblichen Sanierungsbedarf geführt. Alkaliaktivierte Mörtel besitzen aufgrund eines hohen Säurewiderstands das Potential, einen Beitrag zur langfristigen Lösung dieses Problems zu leisten. Dazu müssen jedoch zunächst die Faktoren, die den Haftverbund zwischen diesen Mörteln und dem Betonsubstrat bestimmen, besser verstanden werden, um die Eigenschaften der Beschichtungssysteme gezielt anpassen und verbessern zu können. Die vorliegende Arbeit liefert hierzu einen Beitrag und zeigt dadurch Wege zu einer technisch machbaren und nachhaltigen Sanierung von Abwasserbauwerken auf. KW - Alkalisch aktivierte Bindemittel KW - Abwassersysteme KW - Reparatursysteme KW - Verbund KW - Dauerhaftigkeit PY - 2022 SN - 978-3-8440-8818-2 SP - 89 EP - 100 CY - Berlin AN - OPUS4-57701 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Le, Quynh Hoa A1 - Bäßler, Ralph A1 - Schiller, B.N. A1 - Beck, M. A1 - Bettge, Dirk T1 - On the corrosion behaviour of co 2 injection pipe steels: role of cement N2 - Carbon Capture and Storage (CCS) is identified as an excellent technology to reach the target of CO2 reduction. However, the safety issue and cost-effectiveness hinder the future of CCS. For the reliability and safety issues of injection wells, the corrosion resistance of the materials used needs to be determined. In this study, representative low-cost materials including carbon steel 1.8977 and low alloyed steel 1.7225 were investigated in simulated pore water at 333 K and under CO2 saturation condition to represent the worst-case scenario: CO2 diffusion and aquifer fluid penetration. These simulated pore waters were made from relevant cement powder to mimic the realistic casing-cement interface. Electrochemical studies were carried out using the pore water made of cement powder dissolved in water in comparison with those dissolved in synthetic aquifer fluid, to reveal the effect of cement as well as formation water on the steel performance. Two commercially available types of cement were investigated: Dyckerhoff Variodur® and Wollastonite. Variodur® is a cement containing high performance binder with ultra-fine blast furnace slag which can be used to produce high acid resistance concrete. On the other hand, Wollastonite is an emerging natural material mainly made of CaSiO3 which can be hardened by converting to CaCO3 during CO2 injection. The results showed the pH-reducing effect of CO2 on the simulated pore water/aquifer (from more than 10 to less than 5) leading to the active corrosion process that happened on both 1.8977 and 1.7225. Electrochemical characterization showed negative free corrosion potential and polarisation curves without passive behaviors. The tested coupons suffered from pitting corrosion, which was confirmed by surface analysis. Interestingly, basing on the pit depth measurements from the tested coupons and the hardness of cement powder, it is suggested that Variodur® performed better than Wollastonite in both aspects. The electrochemical data was compared to that resulted from exposure tests to give a recommendation on material selection for bore-hole construction. T2 - EUROCORR 2019 CY - Sevilla, Spain DA - 09.09.2019 KW - Cement KW - Carbon capture KW - Corrosion and storage (CCUS) technology KW - Utilization KW - Carbon steel KW - Crevice corrosion PY - 2019 SP - Paper 200597, 1 EP - 4 PB - SOCIEMAT CY - Madrid, Spain AN - OPUS4-49109 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Le, Quynh Hoa A1 - Bäßler, Ralph A1 - Bettge, Dirk A1 - Buggisch, E. A1 - Schiller, Bernadette Nicole A1 - Beck, M. T1 - Corrosion Study on Wellbore Materials for the CO2 Injection Process N2 - For reliability and safety issues of injection wells, corrosion resistance of materials used needs to be determined. Herein, representative low-cost materials, including carbon steel X70/1.8977 and low alloyed steel 1.7225, were embedded in mortar to mimic the realistic casing-mortar interface. Two types of cement were investigated: (1) Dyckerhoff Variodur commercial Portland cement, representing a highly acidic resistant cement and (2) Wollastonite, which can react with CO2 and become stable under a CO2 stream due to the carbonation process. Exposure tests were performed under 10 MPa and at 333 K in artificial aquifer fluid for up to 20 weeks, revealing crevice corrosion and uniform corrosion instead of expected pitting corrosion. To clarify the role of cement, simulated pore water was made by dispersing cement powder in aquifer fluid and used as a solution to expose steels. Surface analysis, accompanied by element mapping on exposed specimens and their crosssections, was carried out to trace the chloride intrusion and corrosion process that followed. KW - Carbon capture storage KW - CCS KW - Carbon dioxide KW - Corrosion KW - Carbon steel KW - Aquifer fluid KW - Cement KW - Casing KW - Pitting PY - 2021 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-519774 SN - 2227-9717 VL - 9 IS - 1 SP - 115 PB - MDPI CY - Basel AN - OPUS4-51977 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -