Filtern
Dokumenttyp
- Vortrag (7)
- Zeitschriftenartikel (3)
- Beitrag zu einem Tagungsband (3)
- Posterpräsentation (2)
Sprache
- Englisch (15)
Schlagworte
- Stainless Steel (15) (entfernen)
Organisationseinheit der BAM
- 9 Komponentensicherheit (9)
- 8 Zerstörungsfreie Prüfung (5)
- 8.5 Röntgenbildgebung (5)
- 9.3 Schweißtechnische Fertigungsverfahren (5)
- 9.4 Integrität von Schweißverbindungen (5)
- 7 Bauwerkssicherheit (3)
- 7.6 Korrosion und Korrosionsschutz (3)
- 8.0 Abteilungsleitung und andere (2)
- 9.6 Additive Fertigung metallischer Komponenten (2)
- 6 Materialchemie (1)
Eingeladener Vortrag
- nein (7)
Due to the high corrosivity that are present in road tunnel structures, cleaning and maintenance work on stainless steel components in the tunnels is carried out at regular intervals in the tunnels, which means that parts of the lanes or the whole tunnel have to be temporarily closed. To reduce these traffic disruptions and maintenance costs, it is important to reduce the work that is needed for cleaning and maintenance of stainless steel components in road tunnels. One possibility is the identification and utilization of better suited alternatives to the commonly used austenitic stainless steels AISI 316L and AISI 316Ti. Thus, a field exposure study was carried out in different road tunnels throughout Germany to qualify different duplex and lean duplex stainless steels for tunnel constructions.
The proposed scientific poster gives an overview of results after the first three years of exposure in three different road tunnels. Samples of different stainless steels were placed in different areas of the tunnel – at lane height and at the ceiling. Some samples were exposed under sheltered conditions. Pit depths were evaluated on the free surface and in crevice areas after each year of exposure. The investigations show that duplex stainless steels have a comparable or even better corrosion resistance than austenitic steels in tunnel atmospheres
Due to the high corrosivity that are present in road tunnel structures, cleaning and maintenance work on stainless steel components in the tunnels is carried out at regular intervals in the tunnels, which means that parts of the lanes or the whole tunnel have to be temporarily closed. To reduce these traffic disruptions and maintenance costs, it is important to reduce the work that is needed for cleaning and maintenance of stainless steel components in road tunnels. One possibility is the identification and utilization of better suited alternatives to the commonly used austenitic stainless steels AISI 316L and AISI 316Ti. Thus, a field exposure study was carried out in different road tunnels throughout Germany to qualify different duplex and lean duplex stainless steels for tunnel constructions.
The proposed scientific poster gives an overview of results after the first three years of exposure in three different road tunnels. Samples of different stainless steels were placed in different areas of the tunnel – at lane height and at the ceiling. Some samples were exposed under sheltered conditions. Pit depths were evaluated on the free surface and in crevice areas after each year of exposure. The investigations show that duplex stainless steels have a comparable or even better corrosion resistance than austenitic steels in tunnel atmospheres.
Duplex stainless steels combine the positive properties of its two phases, austenite and ferrite. Due to its good corrosion resistance, high tensile strength and good ductility it has multiple applications. But laser beam welding of duplex steels changes the balanced phase distribution in favor of ferrite. This results in a higher vulnerability to corrosion and a lower ductility. In this study different powder combinations consisting of duplex and nickel for coating layers by laser metal deposition are investigated. Afterwards laser tracks are welded, and the temperature cycles measured. The ferrite content of the tracks are analyzed by feritscope, metallographic analysis and Electron Backscatter Diffraction. The goal is the development of a powder mixture allowing for a duplex microstructure in a two-step process, where firstly the edges of the weld partners are coated with the powder mixture by LMD and secondly those edges are laser beam welded. The powder mixture identified by the pretests is tested in the two-step process and analyzed by metallographic analysis, energy dispersive X-ray spectroscopy and Vickers hardness tests. The resulting weld seams show a balanced duplex microstructure with a homogenous nickel distribution and a hardness of the weld seam similar to the base material.
The influence of the inter-layer-time and the scanning velocity on the surface and bulk residual stress in laser powder bed fused 316L specimens was investigated. This study combines X-ray and neutron diffraction results with the thermal history of the specimens acquired through in-situ process monitoring. The process parameter variations were observed to directly influence the thermal history, which gave new insights in the assessment of the residual stress results.
The triaxial distribution of the residual stress in laser powder bed fused austenitic steel 316L was determined by X-ray and neutron diffraction. The residual stress analysis results were linked to the thermal history of the specimens, which were manufactured with varying inter-layer-times and scanning velocities. A clear link between the in-process temperature of the specimens and the residual stress was found, based on in-situ monitoring data.
The laser powder bed fusion of 316L leads to the formation of large residual stress. In this presentation, different stress relieve treatments were employed to assess their potential to relax the residual stress. The residual stress was determined by X-ray and neutron diffraction. The results give insights on the range of relaxation one can obtain by employing low and high temperature heat treatments and relates the relaxation to changes in the microstructure.
The effect of the presence of Fe(III) during the cultivation on the electrochemical activity and corrosion behaviour of dissimilatory iron reducing bacteria Shewanella putrefaciens was studied by means of ex situ and in situ X-ray absorption near-edge spectroscopy (XANES). Stainless steel AISI 304 and thin iron films were studied as substrates. XANES analysis indicated an accelerated iron dissolution and growth of an oxide/hydroxide film for the culture grown with Fe(III) in comparison to the culture grown in absence of Fe(III). Electrochemical Analysis indicated that the biofilm resulted in acceleration of the general corrosion but provides protection against local corrosion.
Because of its excellent corrosion resistance, a high tensile strength together with a high ductility, duplex stainless steel 2205 offers many areas of application in the chemical and the offshore industry, to name just two. Though welding, especially laser beam welding accompanied by high cooling rates, duplex steels tend to perform higher ferrite contents in weld metal upon cooling down from melting temperature as the base metal. This trend leads to a reduction of the ductility as well as the corrosion resistance of the weld joint. To overcome this problem a solution, based on buffering the plate edges by laser metal deposition with material containing higher Ni concentrations prior to the laser welding was suggested. This method offers more benefits in comparison to conventional usage of higher Ni-alloyed filler wire due to the better control over Ni-distribution in the weld seam, resulting in balanced austenite- ferrite ratio everywhere in the weld metal.
In this context different mixtures of duplex and nickel powder were investigated as well as different process parameters, that enable a smooth surface structure with slightly reduced ferrite contents. In a second step the possibility of welding those edges defect free with standard parameters while achieving balanced austenite- ferrite ratio was verified with metallographic analysis of the microstructure, Electron Backscatter Diffraction (EBSD) and impact testing according to Charpy. The improved corrosion resistance of the welds in comparison to unbuffered ones was observed with the ASTM G48 standard test method.