TY - CONF A1 - Kromm, Arne T1 - Werkstoffsichere Dickblechschweißung und KI N2 - Der Vortrag zeigt, welche Herausforderungen beim Schweißen sogenannter Dickblechverbindungen bestehen und welche Strategien zur Lösung genutzt werden können. Ansätze zur Fehlerprävention werden vorgestellt. Es wird dargestellt, wie KI-basierte Methoden die Fehlererkennung erleichtern. Letztlich werden Potentiale zur effizienten Fehlerbeseitigung aufgezeigt und der Anwendernutzen herausgestellt. T2 - Mitgliederversammlung der Forschungsvereinigung Stahlanwendung e. V. CY - Essen, Germany DA - 17.12.2025 KW - UP-Schweißen KW - Eigenspannungen KW - Künstliche Intelligenz KW - Reparatur PY - 2025 AN - OPUS4-65210 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübner, Martin A1 - Dittmann, Florian A1 - Kromm, Arne A1 - Varfolomeev, Igor A1 - Kannengiesser, Thomas T1 - Improvement of Fatigue Resistance through the Application of a Low-Transformation-Temperature Welding Consumable N2 - Low transformation temperature (LTT) welding consumables are an innovative approach to reduce tensile residual stress in weld seams and the surrounding heat affected zone (HAZ). The reduced tensile stress can lead to an improvement in fatigue strength of welded components. LTT alloys are characterized by a chemical composition which reduce the martensite start temperature (Ms) close to room temperature. This article focuses on a hybrid use of LTT filler metals, where the LTT filler is applied as an additional layer to conventional welds on fatigue-critical spots. Conventional gas metal arc welded longitudinal stiffeners are used as specimens. At the face ends of the stiffeners, a second LTT layer was added with various modifications in weld shapes. These different shapes were achieved by changing the welding parameters such as welding speed and offset to the first layer. These samples were used to analyze shape, dilution, resulting Ms, residual stress and fatigue strength. The dilatometer verified Ms and dilution did not change significant, although the area of the 2nd LTT weld seam was varying clear with each modification. However, the weld modification had a significant effect on the residual stress state and the fatigue strength. The X-ray determined residual stress in the HAZ became lower when the weld toe of the LTT layer was further away from the stiffener. All samples with LTT weld exhibit significantly higher fatigue strength values than conventionally single and double-layer welded samples. The lower the residual stress at weld toe, the higher the fatigue strength. The results show that on the one hand LTT filler metals increase the fatigue strength, and on the other hand the impact of LTT fillers materials is not restricted to the dilution and Ms, the shape of the weld seam must also be considered. T2 - 4th international Conference on Advanced Joining Processes AJP CY - Combria, Portugal DA - 16.10.2025 KW - Low transformation temperature (LTT) KW - Residual stress reduction KW - Fatigue strength KW - Longitudenal stiffener PY - 2025 AN - OPUS4-65090 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Reichel, Levin A1 - Schroepfer, Dirk A1 - Kromm, Arne A1 - Kannengiesser, Thomas T1 - Reduction of residual stress by narrowing the repair groove: Optimising repair welding with modern welding processes for high strength offshore steels N2 - The ongoing German energy transition will require offshore wind turbines with outputs of >10 MW in the future. Turbines with these high outputs must be located far from the coast, with up to 50 m large subsea jacket structures and tall towers. These structures are increasingly fabricated of high-strength steels with a yield strength up to 500 MPa and wall thicknesses of up to 120 mm. During production, weld defects identified through non-destructive testing (NDT) must be locally repaired by gouging and rewelding. Standards and guidelines lack sufficient concepts and information regarding such repair procedures. To address this gap, BAM launched the FOSTA project P1629 (IGF 01IF22746N) to explore stress-optimised repair concepts, specifically local gouging and welding, for high-strength thick plate joints made from offshore-grade steels with yield strengths between 355 MPa and 460 MPa, including matching weld metals. This research aims to develop a stress-optimised repair concept for thick plate joints, utilising controlled high-performance GMAW techniques and narrow gouging grooves. Both thermal and mechanical gouging methods are applied, enabling adjustments to the groove geometry. Modern welding processes offer deep root penetration and concentrated energy input, making them suitable for narrow seams. The intended reduction in residual stress results from the decreased weld metal volume, due to modified groove shapes and the lower heat input per layer achieved through controlled arc processes. Experimental investigations examine how process parameters, material properties, and design factors interact to influence the development of welding-induced stresses. The project concludes with practical recommendations for guidelines tailored to steel-processing SMEs. T2 - 4th International Conference on Advanced Joining Processes (AJP 2025) CY - Coimbra, Portugal DA - 16.10.2025 KW - Repair welding KW - Residual stress KW - Modern welding processes KW - High-strength offshore steel KW - Narrow groove PY - 2025 AN - OPUS4-64887 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kromm, Arne T1 - From the field to the lab and back: Evaluating the integrity of welded components using scaled experiments N2 - This contribution addresses the question of how the behaviour of complex parts or components in industrial practice can be simulated using simple welding experiments in the laboratory. It is demonstrated how so-called mock-ups can be utilised for this purpose. In particular, a test rig specially designed for scaled welding experiments is shown. It allows mechanical restraints and stiffnesses to be simulated, as well as typical welding process parameters and post weld heat treatments. Selected examples show how solidification crack growth during welding of high-strength steels can be quantified, under which conditions stress relaxation cracks occur during the heat treatment of heat-resistant steels, and how the integrity of pressurised hydrogen pipelines can be assessed during repair welding. T2 - 4th International Conference on Advanced Joining Processes 2025 CY - Coimbra, Portugal DA - 16.10.2025 KW - High strength steel KW - Stress relief cracking KW - Hydrogen PY - 2025 AN - OPUS4-64505 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Reichel, Levin A1 - Schroepfer, Dirk A1 - Kromm, Arne A1 - Kannengiesser, Thomas T1 - Stress-Optimised Welding Repair for High-Strength Offshore Steel Joints N2 - The successful energy transition in Germany will require offshore wind turbines with outputs >10 MW in the future. To achieve these high outputs, turbines far from the coast are required, featuring large subsea jacket structures (30 m up to 50 m) and tall towers (up to 200 m). High-strength steels with a yield strengths up to 500 MPa and wall thicknesses of up to 120 mm are increasingly being used for these structures. During manufacture, weld defects detected by non-destructive testing (NDT) require localized repair (gouging and rewelding). To date, there is a lack of repair concepts and information in standards and guidelines. Therefore, BAM initiated the FOSTA project P1629 (IGF 01IF22746N) to investigate the stress-optimized repair (local gouging and welding) of high-strength thick plate joints made of offshore grades in the yield strength range off 355 to 460 MPa and similar weld metal. This research aims to develop a stress-optimized repair concept for thick plate joints, using controlled high-performance GMAW processes and optimized, narrow gouging grooves. Thermal and mechanical gouging are performed, allowing the groove configuration to be modified. Modern welding processes provide deep root penetration and focused energy input capable of welding narrow seams. The aimed residual stress reduction can be attributed to the lower input of weld metal due to the changes in groove configuration and to the reduction in heat input per layer due to the controlled arc process. The experimental analyses take into account the interaction of process, material, and design-related influences on the formation of weld induced stresses. Concluding with recommendations for guidelines elaborated for steel-processing SMEs. T2 - MPA Stuttgart 2025 CY - Stuttgart, Germany DA - 06.10.2025 KW - Repair welding KW - Residual stress KW - High-strength steels KW - Gouging KW - Modern welding processes PY - 2025 AN - OPUS4-64347 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübner, Martin A1 - Kromm, Arne A1 - Kannengießer, Thomas A1 - Dittmann, Florian A1 - Varfolomeev, Igor T1 - Wechselwirkung zwischen Nahtgestaltung und Ermüdungsfestigkeit in LTT-geschweißten Längssteifen N2 - Schweißzusätze mit niedriger Martensitstarttemperatur (Low Transformation Temperature, LTT) induzieren während der Abkühlphase infolge einer volumeninduzierten Martensitumwandlung Druckeigenspannungen in der Schweißnaht sowie in der angrenzenden Wärmeeinflusszone (WEZ). Diese Spannungen können zu einer signifikanten Erhöhung der Ermüdungsfestigkeit führen. Zur quantitativen Bewertung des Potenzials dieser innovativen Werkstoffe wurden konventionelle Längssteifen als Versuchsproben herangezogen, bei denen an den Stirnseiten Schweißnähte unter Verwendung von LTT-Zusatzwerkstoffen appliziert wurden. Durch gezielte Variation der Schweißparameter konnten unterschiedliche Nahtgeometrien realisiert werden. In Abhängigkeit von der Nahtausführung zeigte sich bei einer Belastungszahl von 2 Millionen Zyklen eine Steigerung der Ermüdungsfestigkeit im Bereich von 64 MPa bis 100 MPa im Vergleich zu Referenzproben mit herkömmlichen Schweißzusätzen. Die Ergebnisse belegen, dass der Einsatz von LTT-Schweißzusätzen grundsätzlich geeignet ist, die Ermüdungsfestigkeit geschweißter Strukturen zu verbessern. T2 - Din Sitzung: Gemeinschaftsarbeitsausschuss NAS/NMP, Zerstörende Prüfung von Schweißverbindungen CY - Online meeting DA - 20.03.2025 KW - LTT (Low Transformation Temperature) KW - Eigenspannungen KW - Ermüdungsfestigkeit KW - high-strength steels PY - 2025 AN - OPUS4-62929 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübner, Martin A1 - Kromm, Arne A1 - Kannengießer, Thomas A1 - Dittmann, Florian A1 - Varfolomeev, Igor T1 - Untersuchung der Ermüdungsfestigkeit von LTT-geschweißten Längssteifen mit variierender Nahtausführungen N2 - Low Transformation Temperature (LTT) Schweißzusätze erzeugen während der Abkühlung Druckeigenspannungen in die Schweißnaht und Wärmeeinflusszone durch eine Volumenexpansion, wodurch die Ermüdungsfestigkeit erhöht werden kann. Um das Potential dieser neuartigen Schweißzusätze besser zu quantifizieren, wurden konventionelle Längssteifen als Probenkörper verwendet, welche an den Stirnseiten mit einer LTT-Zusatznaht geschweißt wurden. Durch Variation der Schweißparameter konnten unterschiedliche Nahtformen realisiert werden. Es konnte, je nach Nahtausführung, eine Erhöhung der Ermüdungsfestigkeit bei 2 Millionen Lastwechsel von 64 MPa bis 100 MPa in Gegensatz zu konventionellen Proben festgestellt werden. Somit sind LTT-Zusätze grundsätzlich geeignet, um die Ermüdungsfestigkeit zu erhöhen. T2 - Frühjahrssitzung 2025 des Fachausschusses Eigenspannungen der AWT CY - Karlsruhe, Germany DA - 07.04.2025 KW - LTT (Low Transformation Temperature) KW - Eigenspannungen KW - Ermüdungsfestigkeit KW - Aufmischung PY - 2025 AN - OPUS4-62930 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kromm, Arne T1 - Influence of residual stresses and heat control on stress relief cracking in a CrMoV steel mockup N2 - Preventing failures in the manufacture or operation of petrochemical reactors made from creep-resistant, low-alloy steels such as 13CrMoV9-10 still requires research, despite over 60 years of investigation into the field of stress relief cracking. Welding this steel grade requires care. This is due to its low toughness and high strength in the welded condition if not heat treated after welding, combined with an increased susceptibility to cracking during stress relaxation. Previous research on cracking in creep resistant steels has focused on thermal and metallurgical factors; however, little knowledge has been gained on cracking under real-life restraint conditions. In this work, the influence of welding heat control on cracking was investigated by simulating the manufacturing conditions prevailing in the construction of petrochemical reactors using a special weld mockup. The application of acoustic emission analysis showed that cracks formed during post-weld heat treatment in a temperature range between 300 °C and 500 °C. Compared to small scale samples, the toughness of the restrained welds was significantly lower. SEM and TEM analyses of all samples revealed early ageing due to early precipitation of special carbides during post-weld heat treatment under restraint. Neutron diffraction experiments showed that the residual stresses in the weld seam reach the yield point of the material. The presentation provides an overview of how a comprehensive assessment of the integrity of submerged arc welded CrMoV steels can be achieved in the laboratory. T2 - Cracking Phenomena in Welding and Additive Manufacturing 2025 CY - Trollhättan, Sweden DA - 12.03.2025 KW - CrMoV KW - Stress Relief Cracking KW - Sub-merged arc welding PY - 2025 AN - OPUS4-62783 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Reichel, Levin A1 - Kromm, Arne A1 - Schröpfer, Dirk A1 - Kannengießer, Thomas T1 - Moderne Schweißverfahren zur Optimierung der Reparatur von hochfesten Offshore-Stählen N2 - Der Ausbau der Offshore-Windenergie mit Anlagenleistungen von über 10 MW er-fordert zunehmend den Einsatz hochfester Stähle mit Streckgrenzen ab 460 MPa bei Wanddicken von bis zu 150 mm. Inakzeptable Defekte, die während bzw. nach der schweißtechnischen Montage solcher dickwandigen Verbindungen im Nahtbereich detektiert werden, können wirtschaftlich durch lokales Ausfugen und anschließendes Schweißen noch in der Fertigung repariert werden. Insbesondere bei hochfesten Baustählen stellt dies hohe Anforderungen an die schweißtechnische Fertigung, da bislang keine standardisierten Reparaturkonzepte oder normativen Vorgaben existie-ren. Praxisnahe Empfehlungen sind hier vor allem für kleine und mittlere Unterneh-men (KMU) notwendig, damit diese Reparaturschweißungen sicher und wirtschaft-lich durchführen können. Die laufende Untersuchung (FOSTA P1629/IGF 01IF22746N) legt daher den Schwerpunkt auf die Optimierung der Reparaturverfahren mit dem Ziel, schweißbe-dingte Beanspruchungen zu reduzieren, weil diese häufig zu erneuten Bildung Fehl-stellen führen. Hierfür werden hochfeste, dickwandige Verbindungen aus Offshore-Stahlgüten im Streckgrenzenbereich von 355 MPa bis 460 MPa untersucht. Die ex-perimentellen Analysen berücksichtigen dabei die komplexen Wechselwirkungen zwischen werkstoff- und prozess- sowie konstruktionsbedingten Einflüssen auf den Beanspruchungszustand nach dem Schweißzyklus (Verbindungsschweißen, Ausfu-gen, Reparaturschweißen). Diese Faktoren, wie z. B. die Steifigkeitsverhältnisse der Schweißnaht, sind von entscheidender Bedeutung für die resultierenden Eigenspan-nungen, die sich infolge der schweißtechnischen Reparatur ausbildet. Um die Bau-teilsicherheit und Leistungsfähigkeit zu gewährleisten, sind insbesondere risskriti-sche, mehrachsige Eigenspannungszustände zu vermeiden. So lassen sich moderne Hochleistungs-MAG-Schweißprozesse mit hierfür optimierten, schmaleren Fugen-geometrien in bauteilbezogenen Schweißversuchen auf Großprüfanlagen untersu-chen, um hierfür angepasste Prozess- und Wärmeführungsparameter zu identifizie-ren und angepasste Reparaturkonzepte abzuleiten. Ziel ist es, Handlungsempfehlun-gen für Richtlinien und Normen zu erarbeiten, die das Potenzial hochfester Stähle voll ausschöpfen und die Anwendbarkeit im Offshore-Stahlbau, insbesondere für KMU, substanziell stärken. Auf diese Weise leistet das Projekt einen entscheiden-den Beitrag zur erfolgreichen Umsetzung der Energiewende in Deutschland. T2 - NA 092-00-05 GA "Gemeinschaftsarbeitsausschuss NAS/NMP, Zerstörende Prüfung von Schweißverbindungen (DVS AG Q 4/Q 4.1)" CY - Online meeting DA - 20.03.2025 KW - Reparaturschweißen KW - Thermisches Ausfugen KW - Offshore KW - Moderne Schweißprozesse PY - 2025 AN - OPUS4-62749 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübner, Martin A1 - Reichel, Levin A1 - Schröpfer, Dirk A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Modern welding processes for optimising repair welds on high strength offshore steels N2 - The successful energy transition in Germany will require offshore wind turbines with outputs >10 MW in the future. To achieve these high outputs, turbines far from coast are required with large subsea jacket structures (30 m up to 50 m) and tall towers (up to 200 m). High-strength steels with a yield strength up to 500 MPa and wall thicknesses up to 150 mm are increasingly being used for these structures. This plac-es high demands on welding manufacturing, especially for high-strength offshore steels. During the manu-facturing process detected defects by NDT require localized repair of welds by gouging and rewelding. Due to a lack of investigations, there are no repair concepts and information in standards and guidelines, par-ticularly for high-strength thick plate joints made of high-strength offshore steels. However, these are ur-gently needed to enable manufacturers, especially SMEs, to carry out safe and economical repairs. There-fore, BAM started the FOSTA project P1629 (IGF 01IF22746N) to investigate the stress-optimized repair (local gouging and welding) of high-strength thick plate joints made of offshore grades in the yield strength range off 355 to 460 MPa and similar weld metal with controlled high-performance GMAW pro-cesses and optimized narrow gouging grooves. The experimental analyses take into account the complex interaction of process, material, and design-related influences on the formation of weld induced stresses and the special microstructure of high-strength fine-grain structural steels. Welding-related material degra-dation and crack-critical residual tensile stresses need to be avoided to ensure high component safety and performance. A reduction in residual stress in the presence of high restraint conditions can be achieved by adapted heat control (if no disassembly measures are possible). The repair process involves manual thermal gouging, which allows the groove configuration to be modi-fied. Modern welding processes using high frequency arc control provide deep root penetration and focused energy input capable of welding narrow seams. A comparison was made between the traditional weld con-figuration with a wide 45° groove and transition arc welding and a narrow 30° groove with modern welding process. Even in the case of free shrinkage specimens, the narrow groove weld exhibits a significant reduc-tion of residual stresses, cf. Figure 1, especially in the HAZ and toward the adjacent base material. This can be attributed to the lower weld metal volume needed and the reduction of heat input per layer due to the controlled arc process. For the purposes of this comparison, the same weld seam build-up (but different number of layers) has been applied to both seam configurations. Note that in industrial application (manu-al welding), the wider groove would be welded with several off-center weld beads with conventional weld-ing process. In this analysis this would cause asymmetric effects regarding the residual stress state, diffi-cult to compare to each other. Component-related welding experiments on special testing equipment, adapted process and heat control concepts along with variable groove configurations will be developed and recommendations for guidelines elaborated. This is the prerequisite for fully utilizing the strength potential of high-strength steels and making a valuable contribution to the energy transition in Germany, especially for steel-processing SMEs. T2 - IIW Intermediate Meeting CII CY - Trollhättan, Sweden DA - 10.03.2025 KW - Repair welding KW - Gouging KW - Residual stress KW - Offshore wind turbines KW - High-strength steels PY - 2025 AN - OPUS4-62743 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -