TY - CONF A1 - Bäßler, Ralph A1 - Mietz, Jürgen A1 - Raupach, M. A1 - Goltermann, P. T1 - Use of Embeddable Sensors in an Integrated Monitoring System for Reinforced Concrete Structures T2 - Corrosion 2003 T2 - Corrosion 2003 CY - San Diego, CA, USA DA - 2003-03-16 KW - Chloride Induced Corrosion KW - Integrated Monitoring System KW - Embedded Sensors PY - 2003 IS - 03436 SP - 1(?) EP - 13(?) PB - NACE International CY - Houston, Tex. AN - OPUS4-2381 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Mietz, Jürgen A1 - Oldfield, J. W. T1 - The use of austenitic and duplex stainless steels in ground anchor environments T2 - Stainless steels '96 T2 - International Congress Stainless Steels '96 ; Proceedings of the 2nd European congress CY - Düsseldorf and Neuss, Germany DA - 1996-06-03 KW - Stahl, austenitisch KW - Stahl, doppel rostfrei KW - Bodenanker PY - 1996 SN - 3-514-00601-6 SP - 149 EP - 156 PB - Verl. Stahleisen CY - Düsseldorf AN - OPUS4-674 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Burkert, Andreas A1 - Lehmann, Jens A1 - Burkert, Annette A1 - Mietz, Jürgen A1 - Gümpel, P. T1 - Technical and economical stainless steel alternatives for civil engineering applications JF - Materials and corrosion N2 - Systematic laboratory and field exposure tests allow to compare nine different stainless steels (three ferritic, three austenitic, and three duplex grades) for civil engineering applications. The influence of surface finish was also taken into account by choosing five different industry-specific features. The three duplex stainless steels revealed excellent corrosion resistance under most of the test conditions. Especially for applications in civil engineering the lean duplex steels offer distinct advantages. The manganese-alloyed 1.4376 and the ferritic steel 1.4509 cannot be recommended as alternative materials as they did not perform satisfactorily. KW - Atmospheric corrosion KW - Duplex stainless steels KW - Exposure tests KW - Surface finish PY - 2014 DO - https://doi.org/10.1002/maco.201307057 SN - 0947-5117 SN - 1521-4176 VL - 65 IS - 11 SP - 1080 EP - 1095 PB - Wiley-VCH Verl. CY - Weinheim AN - OPUS4-32350 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Mietz, Jürgen A1 - Isecke, Bernd T1 - Stainless steels for applications in civil engineering T2 - Stainless Steel World 2001 Conference papers T2 - Stainless Steel World Conference & Exposition CY - The Hague, The Netherlands DA - 2001-11-13 KW - Civil engineering KW - Atmospheric corrosion conditions KW - Stainless steels KW - Stress corrosion cracking KW - Approval PY - 2001 SN - 90-73168-14-7 IS - P0108 SP - 334 EP - 339 PB - KCI Publ. CY - Zutphen AN - OPUS4-1199 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Ebell, Gino A1 - Achenbach, R. A1 - Angst, U. A1 - Dauberschmidt, C. A1 - Eichler, T. A1 - Hariri, K. A1 - Harnisch, J. A1 - Keßler, S. A1 - Kosalla, M. A1 - Mayer, T.F. A1 - Mietz, Jürgen A1 - Pruckner, F. A1 - Sodeikat, C. T1 - Specification B 12 - Corrosion monitoring in reinforced and prestressed concrete structures N2 - This specification describes how corrosion monitoring is used to check the condition of reinforced and prestressed concrete members. In this specification, the term "corrosion monitoring" covers all methods in which it is possible to continuously track corrosion-relevant variables in the area of stationary, built-in sensors. This specification does not cover other possible methods, such as potential field measurements, involving the use of mobile, portable sensors that are placed temporarily on the membersurface to take measurements. KW - Korrosion KW - Corrosion KW - Monitoring PY - 2021 SN - 978-3-947971-14-5 SP - 1 EP - 55 PB - DGZfP CY - Berlin AN - OPUS4-53092 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mietz, Jürgen A1 - Burkert, Andreas T1 - Selection and Durability of Stainless Steels for Civil Engineering JF - Key Engineering Materials N2 - Due to the large number of stainless steels with different chemical composition and different microstructure the selection of the suitable material represents a huge challenge. In order to facilitate the appropriate grade selection, in the current European standard EN 1993-1-4 a procedure is defined based on the use of a look-up table considering the key variables that influence the selection of stainless steels. The table uses descriptions that competent designers should be able to readily understand or define without prior knowledge. The output from the look-up table is used to select alloys based on a Corrosion Resistance Class (CRC) from I to V. The advantage of this approach is that the designer simply specifies the relevant CRC and does not need to consider in detail which of the many (very similar) alloys to specify. KW - Corrosion resistance KW - Stainless steel KW - Civil engineering KW - Atmospheric corrosion PY - 2020 DO - https://doi.org/10.4028/www.scientific.net/KEM.843 SN - 1662-9795 VL - 843 SP - 125 EP - 131 PB - Trans Tech Publications Ltd, CY - Switzerland AN - OPUS4-50831 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Mietz, Jürgen A1 - Isecke, Bernd ED - Page, C. ED - Bamforth, P. ED - Figg, J. T1 - Risks of failure in prestressed concrete structures due to stress corrosion cracking T2 - Corrosion of reinforcement in concrete construction T2 - 4th International Symposium on Corrosion of Reinforcement in Concrete Construction CY - Cambridge, England, UK DA - 1996-07-01 KW - Betonkonstruktion KW - Korrosion KW - Streßkorrosion KW - Stahlbeton PY - 1996 SN - 0-85404-731-X SN - 0260-6291 N1 - Serientitel: Special publication / Royal Society of Chemistry – Series title: Special publication / Royal Society of Chemistry IS - 183 SP - 200 EP - 209 PB - Royal Society of Chemistry Information Services CY - Cambridge AN - OPUS4-702 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Mietz, Jürgen A1 - Burkert, Andreas A1 - Lehmann, Jens A1 - Eich, G. ED - Castro-Borges, P. ED - Moreno, E.I. ED - Sakai, K. ED - Gjorv, O.E. ED - Banthia, N. T1 - Risk of stress corrosion cracking of prestressing steels in contact with galvanized components T2 - CONSEC`10 - Concrete under severe conditions - Environment and loading (Proceedings) T2 - CONSEC`10 - 6th International conference on concrete under severe conditions CY - Mérida, Yucatán, Mexico DA - 2010-06-07 KW - Prestressing steel KW - Galvanized elements KW - Galvanic corrosion KW - Hydrogen evolution KW - Hydrogen-induced stress corrosion cracking PY - 2010 SN - 978-0-415-59316-8 VL - 1 SP - 239 EP - 246 PB - Taylor & Francis CY - London, UK AN - OPUS4-22037 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mietz, Jürgen A1 - Isecke, Bernd A1 - Fischer, Joachim T1 - Long-term experiences with cathodic corrosion protection of steel reinforced concrete structures T2 - Frontiers in corrosion science and technology T2 - 15th International Corrosion Congress CY - Granada, Spain DA - 2002-09-22 PY - 2002 PB - CSIC, Spanish Council for Scientific Research CY - Madrid AN - OPUS4-1728 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Burkert, Andreas A1 - Müller, Thoralf A1 - Lehmann, Jens A1 - Mietz, Jürgen T1 - Long-term corrosion behaviour of stainless steels in marine atmosphere JF - Materials and Corrosion N2 - Nine different stainless steel alloys were exposed for 5 years under marine environment and their corrosion behaviour was compared and assessed. The investigation of four different surface finishes for all alloys tested further enabled to consider industry-specific features of the surface finish for the material comparison. The results of the exposure tests yield conclusions regarding the influence of alloy composition, surface finish and exposure duration under marine environment. The three duplex stainless steels revealed excellent corrosion resistance even in case of crevices during the 5 years of exposure under the given exposure conditions. Also the molybdenum-alloyed ferritic steel 1.4521 showed good corrosion resistance comparable to the classical austenitic materials 1.4301 and 1.4404. KW - Corrosion KW - Free weathering KW - Marine atmosphere KW - Stainless steels PY - 2018 DO - https://doi.org/10.1002/maco.201709636 SN - 0947-5117 SN - 1521-4176 VL - 69 IS - 1 SP - 20 EP - 28 PB - Wiley-VCH Verlag GmbH & Co KGaA CY - Weinheim AN - OPUS4-43625 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -