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Diese Studie konzentriert sich auf den Einfluss der Bearbeitung auf die Eigenspannungen und den Verzug von WAAM-Proben. Definierte Proben wurden vollautomatisch mit einem speziellen WAAM-Massivdraht (Streckgrenze >820 MPa) mit unterschiedlichen geometrischen Designs geschweißt. Der Eigenspannungszustand vor und nach dem Abtrennen der AM-Struktur von der Substratplatte wurde mittels Röntgenbeugung an der Probenoberfläche analysiert und durch 3D-Verformungsanalysen mittels Photogrammetrie ergänzt. Die Ergebnisse zeigen einen signifikanten Einfluss der Geometrie auf die Relaxation und Umverteilung der Eigenspannungen.
Der Vortrag befasst sich mit der gezielten Einbringung zusätzlicher LTT-Lagen zur Erzeugung von Druckeigenspannungen in ermüdungskritischen Bereichen von konventionellen Schweißverbindungen. Dies ermöglicht eine wirtschaftliche Lösung, ohne die Integrität der Schweißverbindungen zu beeinträchtigen. Dazu wurden Längssteifen aus hochfestem Stahl in der ersten Lage mit konventionellem Schweißzusatzwerkstoff mittels Metall-Lichtbogenschweißen geschweißt. Anschließend wurde ein Chrom-Nickel-legierter LTT-Schweißzusatz auf die Stirnseiten der Steifen aufgebracht. Durch Variation der Schweißparameter konnten verschiedene Schweißnahtgeometrien des LTT-Zusatzwerkstoffs analysiert werden.
The weldability of stainless steels is largely controlled by the chemical composition, and alloys with ferritic or ferritic-austenitic solidification show the highest resistance to hot cracking. As the resulting phase balance also
affects the final properties, it may be beneficial to both foresee and measure the weld metal ferrite content. The WRC ’92 constitution diagram is currently the most accurate prediction tool available, but it does not take the cooling rate into consideration and the precision may be less accurate for stainless steels with high ferrite numbers (FN). This study aims to validate the reliability of the WRC ’92 diagram for weld metals with FN > 50. The chemical composition was altered through gas tungsten arc welding (GTAW) of UNS S32205 with ER347 filler wire that had been PVD-coated with either niobium (Nb), copper (Cu), nickel (Ni), manganese (Mn), carbon (C), or silicon (Si). The actual ferrite content was assessed using image analysis, FERITSCOPE® and X-ray diffraction (XRD). While the WRC ’92 diagram predictions were deemed accurate to acceptable for Ni, Si, and Mn, notable deviations were observed for Nb, Cu, and C. The FeriteScope exhibited a consistent trend with image analysis, though the values were higher, and scatter was wider, and the conversion factor is open for discussion. The lowest accuracy and largest spread were obtained using non-contact XRD, rendering it unsuitable for ferrite measurements of welds.
MVT testing was conducted in Transvarestraint mode in multiple welding conditions and under a range of bending speeds. The materials observed were high strength filler metals used in GTAW namely DIN EN ISO 16834-A G 69 4 M21 Mn3Ni1CrMo (G69), 16834-A G 89 6 M21 Mn4Ni2CrMo (G89 6), 16834-A G 89 5 M21 Mn4Ni2,5CrMo (G89 5) and a filler wire 18276-A T 89 4 ZMn2NiCrMo M M21 1 H5 (T89). For evaluation light optical microscope pictures were used. Pixels containing cracks were manually segmented using a self-written program. Out of the segmented images data including crack length, position and area can be calculated for every crack. The results show dependencies of solidification cracking on the test parameters.
Next to chemical composition, metallurgy and welding parameters, the intensity of restraint is one of the variables influencing solidification cracking. Tests like the Houldcroft Test, rate the hot cracking susceptibility indirectly on the amount of restraint the welding can endure without cracking. Modern lightweight steel construction welds can be subject to a larger amount of restraint due to their high-strength nature compared to classical use cases. By varying the plate thickness of Controlled Thermal Severity (CTS) tests produced out of S1100 QL, it was possible to vary the intensity of restraint on fillet welds at a high level. Testing was conducted with four different filler wires for Metal Active Gas (MAG) welding, including three solid and one metal-cored wire. In addition, two sets of welding parameters were tested. The first set with high heat input and high welding speed was shown to be more prone to solidification cracking compared to the second set with lower heat input and welding speed. The results show an increase in solidification cracking with increasing restraint severity.
Influence of machining on residual stresses in additive manufactured high-strength steel components
(2024)
This study focuses on the effect of machining on the residual stresses and distortion of WAAM specimens. Defined specimens were welded fully automatically with a special WAAM solid wire (yield strength >820 MPa) with different geometric designs. The residual stresses state before and after cutting of the AM structure from the substrate plate were analyzed by means of X-ray diffraction on the specimen surface and complementary by 3d deformation analyses using photogrammetry. The results reveal significant influences of the geometry on the relaxation and redistribution of residual stresses.
This article focuses on the selective placement of additional LTT layers to generate compressive residual stresses in fatigue-critical areas of conventional weld joints. This enables an economical solution without effecting the integrity of welded joints. For this, longitudinal stiffeners made of high-strength steel were gas metal arc welded using conventional welding consumable in the first layer. Afterwards, a chromium-nickel alloyed LTT welding consumable was deposit on front sides of the stiffeners. By varying the welding parameters, different weld geometries of the LTT filler metal could be analyzed. The effects of additional LTT layers were investigated with regards to residual stresses, microstructure and strength. X-ray residual stresses measurements show that the residual stresses at the failure critical weld toe are significantly reduced by using additional LTT layers. While the conventional weld is characterized by tensile residual stresses, compressive residual stresses can be detected at the LTT weld. The level of residual stresses is influenced by the geometry of the LTT layer. Additional LTT layers with a high offset to the conventional weld generate more compressive residual stress in the HAZ than with a low offset. Therefore, the weld geometry has a considerable impact on the residual stress profile.
Additive manufacturing (AM) processes enable the efficient production of advanced constructions. Direct energy deposition processes such as wire and arc-based additive manufacturing (DED-arc) are important methods. The wire filler metals enable a wide range of materials. In addition, the arc process provides a high deposition rate compared to laser and powder-based processes. Furthermore, components can be manufactured near-net-shape, offering significant savings in cost, time, and resources. Combined with the use of high-strength steels to reduce wall or component thicknesses in the context of lightweight design, great opportunities for saving energy and resources can be achieved. In a joint project of BAM and Chemnitz University of Technology, the main influences and complex interactions of material, production process, design and processing steps on the residual stress level are investigated. The aim is to develop processing recommendations and a cold cracking test for economical processing and stress-related design of high-strength steels with DED-arc. This study focuses on residual stress analysis by neutron diffraction (ND) and X-ray diffraction (XRD) on defined test specimens. The ND analysis were performed at the Paul Scherrer Institute (PSI) and the XRD analysis at BAM. The study shows a quantitative and qualitative comparison of the residual stress magnitudes and distribution between the component bulk (ND) and surface (XRD) analyses. The ND analysis reveals that in DED-arc AM walls the residual stresses dominate in the direction of welding and are negligibly small in each case transverse to the direction of welding. The topology of the analyzed residual stresses shows almost identical residual stress maps. In addition, the residual stresses are significantly influenced by the solid phase transformation of the material due to low cooling times in the area of the top layer.
Influence of Residual Stresses on Stress Relief Cracking of Thick-Walled Creep-Resistant Steel Welds
(2023)
Controlling the residual stress level during welding of creep-resistant Cr-Mo-V steels is crucial to avoid so called stress relief cracking (SRC) during post weld heat treatment (PWHT) of large-scale components. In the present study, a laboratory scale test specimen (400 mm x 400 mm x 25 mm) was used to simulate thick-walled component welds made of 13CrMoV9-10. The aim was to identify the level and distribution of residual stresses to evaluate the suitability of the specimen for laboratory based SRC testing. High restraint was ensured by the specimen geometry with a narrow welding gap in the center. This gap was filled by submerged arc welding in a multi-layer technique. Two specimens were welded with identical parameters and compared in the as-welded state and after PWHT (705 °C for 10 h). Neutron diffraction was used to determine the residual stresses in the weld metal, the heat-affected zone (HAZ) and the base material at different depths longitudinal, transverse, and normal to the welding direction. The experiments were performed on the instrument E3 of the research reactor BERII of HZB Berlin, Germany. Complementarily, laboratory X-ray diffraction was applied to characterize the surface residual stresses. In the welded state, especially in the weld metal and the adjacent HAZ, the residual stress can reach the yield strength of the untreated material. The highest levels occur in the longitudinal direction. The transverse and normal directions are characterized by residual stress of lower magnitude. As expected, the residual stress is almost completely relieved after PWHT.
The contribution describes a newly developed software tool for crack identification and selection in Modified Varestraint Transvarestraint (MVT) testing. From the digital crack information, in addition to the classical results, such as Total Crack Length (TCL) and Maximum Crack Length (MCL), advanced evaluations can be applied, taking into account the loading and welding parameters. A numerical parameter study is conducted to demonstrate how the isolated variation of individual welding and loading parameters, affects the crack lengths that can potentially be expected based on the machine specifics. An alternative crack criterion is presented that evaluates the crack formation in relation to the machine behavior. Some examples demonstrate the possibilities and limitations of the approach. The criterion can be used to compare and transfer the results of different varestraint test variants.
The use of Low Transformation Temperature (LTT) filler materials is an innovative way to reduce welding residual stresses. The generation of compressive residual stresses in the weld and heat-affected zone can lead to an improvement of the fatigue life of high-strength welds. However, high-alloy filler metals can be prone to solidification cracking. Two important LTT alloys were evaluated under variable welding and loading parameters using the Modified Varestraint/Transvarestraint (MVT) test. Initially conflicting results were interpreted using a newly developed image-based crack detection routine [1]. Based on the melt pool dimensions, the shape of the isotherms is reconstructed, and the theoretical crack growth along numerically determined crystallization paths is considered in relation to the cracks observed. Decreasing welding speeds with simultaneously higher heat input promote crack formation with increasing strain rate.
Die Wasserstoffinfrastruktur ist eine zentraler Bestandteil der erfolgreichen Umsetzung der wasserstoffbasierten Energiewende. Dabei bilden Ferngasleitungen quasi das "Rückgrat" der Transportinfrastruktur großer Gasmengen. Dabei müssen unter Umständen Reparaturen an den Pipelines durchgeführt werden. Dabei ist in der Erdgasinfrastruktur das Schweißen an in Betrieb befindlichen (d.h. von Gas durchflossenen) Pipelines Stand der Technik. Es ist jedoch vollkommen offen, inwieweit diese Technik auf die reine Wasserstoffpipelines übertragbar sind. Hierzu leistet das Projekt H2SuD wichtige Beiträge zur Aufklärung des Einfluss eines Reparaturschweißprozesses auf die Wasserstoffaufnahme und Degradation im Betrieb befindlicher H2 Gasleitungen.
Die schädigende Wirkung von Wasserstoff auf die mechanischen Eigenschaften von Stählen ist zwar bekannt, aber noch immer nicht ausreichend erforscht. Die schnelle und sichere Markteinführung von Wasserstofftechnologien macht es erforderlich, dieses Thema genauer zu untersuchen. Im Allgemeinen wird dies oft als Wasserstoffversprödung bezeichnet. Daher ist es wünschenswert, eine Prüfmethode zu entwickeln, die auf einfache Weise die Materialeigenschaften unter Wasserstoffatmosphäre ermitteln kann. Derzeit werden mechanische Prüfungen unter Wasserstoffatmosphäre in Autoklaven durchgeführt. Für diese Technik ist eine aufwendige Hardware erforderlich, daher sind die Prüfungen teuer und die Prüfkapazitäten nur in geringem Umfang verfügbar. Die hier vorgestellte Prüfmethode verspricht einen zukunftsweisenden Ansatz zur Reduzierung von Kosten und Bearbeitungszeiten durch die Verwendung von Hohlkörpern, d.h. die Probe selbst stellt den Autoklav dar.
It was found that there is a systematic dependence of the crack growth on the welding parameters as well as on the load. Decreasing welding speeds with simultaneously higher heat input promote crack formation with increasing strain rate.
Based on the results, a new crack criterion was finally selected which allows an extended assessment of the material behavior during the MVT-test. The threshold introduced can quantify the dependencies of the crack formation on the welding and testing parameters, which could not be comprehensively described with the conventional evaluation. In principle, the evaluation routine can also be transferred to other Varestraint or externally loaded hot cracking tests.
Large scale hydrogen assisted cracking test for thick walled SAW joints for offshore applications
(2023)
Offshore wind turbines continuously increase in size and weight and demand adequate offshore foundations concepts like monopiles, tripods or jackets. These components are typically submerged arc welded (SAW) high-strength thick steel plates like the S420ML. During welding, the occurrence of delayed hydrogen assisted cracking (HAC) must be anticipated. HAC is a critical combination of the local hydrogen concentration within a susceptible microstructure under certain mechanical load, i.e., the occurring (welding) residual stresses. The welding sequence of the thick-walled plates complicate the residual stress distribution due to the necessary repeated thermal cycling, i.e., welding seam / layer deposition to fill the joint. For that purpose, SAW with two-wire-technique was used to weld a specially designed and prototype-like mock-up of a real component with a thickness of 50 mm, filled more than 20 passes and a seam length of 1,000 mm. Additional welded stiffeners simulated the effect of a high restraint, to stimulate critical HAC conditions. The necessity of a minimum waiting time (MWT) before the NDT can be conducted (to exclude HAC) was critically verified by the application of ultrasonic testing of the welded joint at different time-steps of the NDT of 48 h after welding. The residual stresses were determined by a robot XRD goniometer. Tensile residual stresses up to the yield limit are found both in the weld metal and in the heat-affected zone. Numerical modelling allowed the qualitative estimation of the hydrogen diffusion in the weld. A remarkable HAC occurrence was not identified and proves both, a certain resistance of the weld joint to HAC and the (questionable) duration of the MWT.
Einfluss der Schweiß- und Prüfparameter bei der Heißrissbewertung hochfester Schweißzusatzwerkstoffe
(2023)
Die Heißrissneigung beim Schweißen kann mittels einer ganzen Reihe von Prüfverfahren ermittelt werden. Eine etablierte Methode ist die sogenannte Varestraint-Prüfung, welche auch an der Bundesanstalt für Materialforschung und -prüfung (BAM) als modifizierter Varestraint/Transvarestraint-Test (MVT) zum Einsatz kommt. Die Ergebnisse von Varestraint-Prüfungen hängen jedoch stets in unterschiedlichem Maße von der individuellen Prüfmaschinenauslegung und den verwendeten Prüfparametern ab. Dies kann zu einer uneinheitlichen Bewertung des Rissverhaltens führen, wenn die Risslänge konventionell als Kriterium für die Rissneigung herangezogen wird. Scheinbare Abhängigkeiten von Prozessparametern erschweren dann die Interpretation der Ergebnisse. Eine neuartige Bewertungsmethodik entkoppelt den Maschineneinfluss vom Materialverhalten und verwendet die Dehnrate als Risskriterium in Analogie zu Prokhorovs Heißrissmodell. Die neue Auswertung wird anhand einer Studie hochfester Schweißzusatzwerkstoffe vorgestellt, deren Rissverhalten in Abhängigkeit der chemischen Zusammensetzung und der Schweißparameter bewertet wird.
Die Integrität von Leichtbaustrukturen aus hochfesten Stählen ist zunehmend durch die Bildung von Heißrissen gefährdet. Aktuell treten Erstarrungsrisse an Konstruktionsmerkmalen auf, obwohl heißrisssichere niedriglegierte Grund- und Zusatzwerkstoffe als auch Schweißprozessbedingungen eingesetzt wurden. Werkstoff- und prozessseitig wurden diese Rissursachen bereits eingehend erforscht. Untersuchungen zum Aspekt der konstruktiv bedingten Heißrissvermeidung, aus denen sich Empfehlungen für ein beanspruchungsgerechtes Gestalten für KMU ableiten lassen, liegen bislang lückenhaft vor bzw. sind veraltet und für hochfeste Leichtbauten kaum zielführend. Konstruktive Gegenmaßnahmen zur Vermeidung von Erstarrungsrissen liegen oft nicht vor. Das Design und die konstruktiven Randbedingungen beeinflussen die Erstarrungsrisse entscheidend. Um eine schnelle Umsetzbarkeit der Resultate für KMU zu ermöglichen, soll eine einfache und kostengünstige Methodik zur Heißrissbewertung entwickelt werden. Gerade KMU haben einen hohen Nachholbedarf an heißrisssicheren und wirtschaftlichen Leichtbaulösungen. Konstrukteure und Anwender aus KMU würden durch fundierte Kenntnisse über mögliche erstarrungsrisskritische Beanspruchungszustände kostenintensive Qualitätsmängel vermeiden. Das Ziel ist es, Kenngrößen zu identifizieren, die während des Schweißens unter realitätsnahen Bedingungen erfasst werden können. Diese Parameter werden als Transfergrößen genutzt, um eine Heißrissbewertung eines geschweißten Bauteils zu ermöglichen. Anliegen des Vorhabens wird die Prüfung und Bewertung von typischen Beanspruchungszuständen beim Schweißen von Leichtbaustrukturen hinsichtlich ihrer Erstarrungsrissneigung sein. Durch Ableitung klassifizierter Gestaltungshinweise wird ein signifikanter Beitrag zur Steigerung der Wettbewerbsfähigkeit insbesondere für KMU geliefert. Die Ergebnisse werden in Normen zur sicheren schweißtechnischen Fertigung von Leichtbaustrukturen aus hochfesten Stählen direkt einfließen.