TY - CONF A1 - Reichel, Levin A1 - Kromm, Arne A1 - Schröpfer, Dirk A1 - Kannengießer, Thomas T1 - Moderne Schweißverfahren zur Optimierung von Reparaturschweißungen an hochfesten Offshore-Stählen N2 - The successful energy transition in Germany will require offshore wind turbines with outputs >10 MW in the future, for which high-strength steels with a yield strength of up to 500 MPa and wall thicknesses up to 150 mm are increasingly being used. The repair of weld seams when detecting defects during NDT requires local-ized gouging and rewelding. This involves high demands on welding manufacturing, especially for high-strength steels. Due to a lack of investigations, there are no re-pair concepts and information in standards and guidelines, particularly for high-strength thick plate joints made of high-strength offshore steels. However, these are urgently needed to enable processors, especially SMEs, to carry out safe and eco-nomical repairs. Therefore, 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 processes and optimized narrower gouging grooves. The experimental analyses consider the complex interaction of material, process, and design-related influences on the formation of weld-related stresses and the special microstructure of high-strength fine-grain structural steels. Welding-related material degradation and crack-critical residual tensile stresses need to be avoided to ensure high component safety and performance. With 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 elabo-rated. 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, espe-cially for steel-processing SMEs. T2 - Symposium Materialtechnik TU Clausthal CY - Clausthal-Zellerfeld, Germany DA - 19.02.2025 KW - Reparaturschweißen KW - Thermisches Ausfugen KW - Offshore KW - Sprühlichtbogen KW - Eigenspannungen PY - 2025 AN - OPUS4-62630 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Witte, Julien T1 - Optimizing residual stresses in additively manufactured high-performance materials N2 - The integration of modern high-performance materials in combination with additive manufacturing (AM) has revolutionized the approach to lightweight construction across diverse applications. This study explores the synergy between these materials and additive manufacturing (AM), focusing on their unique properties to engineer resource-efficient structures. Despite these advancements, machining these hard-to-cut materials such as iron-aluminide for safety-critical components remains challenging due to increased tool wear and compromised surface integrity. This research focuses on overcoming these challenges through the application of ultrasonic-assisted milling (USAM), a hybrid machining process exhibiting significant potential. By incorporating ultrasonic oscillations along the milling tool axis, USAM minimizes tool and component surface loads, enhancing tool life and producing defect-free, homogeneous surfaces with reduced roughness parameters. This investigation centers on the influence of ultrasonic-assisted milling on residual material stresses, crucial for component performance under load. In contrast to conventional milling generating tensile stresses, USAM induces advantageous compressive residual stresses, potentially enhancing the component's crack resistance. The study employs experimental variations in ultrasonic amplitude during the machining process to identify optimal parameters for achieving maximum compressive stresses. In addition, the depth profile of these residual stresses on the surface is investigated, which provides more detailed insights into their distribution and possible effects. This research not only contributes to the evolving environment of innovative manufacturing technologies, but also places particular focus on the central role of residual stresses in the performance and reliability of safety-critical AM components. The results not only contribute to a better understanding of ultrasonic-assisted milling, but also provide crucial guidance for the design of components that can withstand the challenges of real-world applications. T2 - BMDK OvGU Magdeburg CY - Magdeburg, Germany DA - 19.06.2024 KW - Ultrasonic-assisted milling KW - Additive manufacturing KW - High-performance materials KW - Surface integrity KW - Residual stresses depth profile PY - 2024 AN - OPUS4-62025 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Witte, Julien T1 - Stresses in repair welding of high-strength steels Part 2: Heat Control and Stress Optimization N2 - In welding of high-strength steels, e.g., for foundations and erection structures of wind energy plants, unacceptable defects can occasionally be found in the weld area, which should be removed by thermal gouging and subsequent re-welding. High shrinkage restraint of repair welds may lead to crack formation and component failure, particularly in interaction with degraded microstructures and mechanical properties due to repair cycles. This study aims for elaboration of recommendations for repair concepts appropriate to the stresses and materials involved to avoid cold cracking, damage and expensive reworking. In part 1 [1] of this study systematic investigations of influences of shrinkage restraint on residual stresses and cold cracking risk during repair welding of two high-strength steels S500MLO for offshore application and S960QL for mobile crane structures were focussed. In this part 2, the microstructure and residual stresses due to gouging and influences of heat control parameters in repair welding are analysed. A clear reduction in residual stress after gouging can be observed, especially for the specimens with restrained transverse shrinkage. Gouging to a depth of approx. 2/3 of the seam height does not lead to a complete relaxation of the observed reaction forces. Particularly for the higher strength steel S960QL, there are pronounced areas influenced by the gouging process in which a degradation of the microstructure and properties should be assumed. Overall, the repair welds show a significant increase in the width of the weld and HAZ compared to the original weld, especially in the case of S960QL/G89. The repair welds show higher welding-induced stresses than the original welds, especially in the areas of the HAZ and the base metal close to the weld seam. This behaviour can be attributed overall to increased restraint conditions due to the remaining root weld or shorter gouge grooves. In good agreement with earlier investigations, the residual stresses transverse to the weld can be significantly reduced by upwardly limited working or interpass temperatures and the reaction stresses resulting from high restraint conditions can be effectively counteracted. The influence of the heat input on the stress formation is low compared to the interpass temperature for both test materials. T2 - IIW Annual Assembly 2023 CY - Singapore DA - 16.07.2023 KW - Repair-welding KW - High-strength steels KW - Cold cracking KW - Residual stresses PY - 2023 AN - OPUS4-59254 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schröpfer, Dirk T1 - Correlation of process, design and welding residual stresses in WAAM of high-strength steel components N2 - High-strength fine-grained structural steels have great potential for modern weight optimized steel construc-tions. Efficient manufacturing and further weight savings are achievable due to Wire Arc Additive Manu-facturing (WAAM). First commercial high-strength welding consumables for WAAM are already available. However, the application is still severely limited due to a lack of knowledge and guidelines for the industry regarding welding residual stresses and component safety in manufacturing and operation. Residual stresses may be critical regarding the special microstructure of high-strength steels in context with the risk of cold cracking and component performance in service. Therefore, process- and material-related influences, as well as the design effects on residual stress formation and cold cracking, are being investi-gated in a research project (IGF 21162 BG) focusing a high-strength WAAM welding consumable with yield strength of over 800 MPa. Objectives are the establish-ment of special WAAM cold cracking tests and pro-cessing recommendations allowing economical, suita-ble, and crack-safe WAAM of high-strength steels. First studies on process-related influences showed transfor-mation residual stresses arising during cooling, which significantly influence stress evolution of the compo-nent during layer-wise build-up. This has not yet been investigated for WAAM of high-strength steels. Focus of this study is on the systematic investigation of interactions of the WAAM welding process and design with cooling time, hardness, and residual stresses. Defined open hollow cuboids were welded and investi-gated under systematic variation (design of experi-ments, DoE) of the scale/dimensions (cf. Fig. 1a) and heat control (interlayer temperature Ti: 100–300 °C), heat input E: 200–650 kJ/m. The welding parameters were kept constant as possible to avoid any influence by the arc and the material transfer mode. The heat input adjusted primarily via the welding speed. The resulting different weald bead widths were considered by different build-up strategies (weld beads per layer) to ensure defined wall thicknesses. The hardness was determined on cross-sections taken from the manufac-tured hollow cuboids (Fig. 1c) and the analysis of the residual stress state was carried out by means of X-ray diffraction (XRD) at defined positions on the lateral wall (Fig. 1b). The hardness is higher at the top compared to the lower weld beads, as shown in Fig. 1c exemplarily for central test parameters of the DoE = 425 kJ/mm, Ti = 200 °C). This may be attributed to the specific heat control of the top weld beads, i.e., quenching effects, which are not tempered by weld beads above as is the case for lower weld beads implying a higher hardness. It was observed that the hardness level decreases with increasing energy per unit length, while the in-terpass temperature has a rather low influence on the hardness Residual stress analysis was performed on the lat-eral wall in the welding direction, cf. Fig. 1b, to deter-mine the influence of heat control and design. In the top area of the wall, maximum longitudinal residual stress-es of up to over 500 MPa exhibit, which corresponds to approx. 65% of the nominal yield strength of the mate-rial. The statistic evaluation of stress levels in welding direction of all test specimens show that adaption of heat input may reduce welding stresses up to 50%. In-terpass temperature has less pronounced effect on cool-ing times, microstructure, and on the residual level within parameter matrix. Overall, the results show a significant influence of heat input and component di-mensions on the residual stresses and minor effect of the interpass temperature. Hence, the properties of the specimens may be effectively adjusted via heat input. The working temperatures should be considered for global shrinkage behavior or restraints. Such investiga-tions of residual stress are necessary to further deter-mine local and global welding stresses regarding the consequences on the component safety during manu-facturing and service. T2 - 6th International Symposium on Visualization in Joining & Welding Science through Advanced Measurements and Simulation CY - Osaka, Japan DA - 25.10.2022 KW - MAG-Schweißen KW - Additive Fertigung KW - Eigenspannungen KW - Hochfester Stahl KW - Kaltrisssicherheit KW - Wärmeführung KW - Windenergie PY - 2022 AN - OPUS4-56725 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Fey, Gero A1 - Schröder, Nina T1 - Challenges in the evaluation of the weldability of old mild steels for future use N2 - This study concentrates on two selected different old steels Samples from pressure tank construction , designated Old_A and a sample of a riveted construction , designated Old_E from the first half of 20th century. The study contains analysis results for their microstructure in the ‘as delivered condition’, chemical composition and their expected behaviour during welding. By means of dilatometry, a supplementary database was created (weld CCT diagrams, weld simulated HAZ micro structures), which enables the derivation of systematic practice relevant welding experiments. T2 - IIW Intermediate Meeting CY - Trollhättan, Sweden DA - 10.03.2025 KW - Old mild steel KW - Weldability KW - CCT KW - Dilatometry PY - 2025 AN - OPUS4-63105 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schröder, Nina T1 - Materialverhalten und Herausforderungen beim Instandsetzungsschweißen von Altstahl N2 - Neben dem Neubau von Stahlkonstruktionen ist aus Gründen der Nachhaltigkeit und Wirtschaftlichkeit in vielen Bereichen der stahlverarbeitenden Industrie aktuell ein deutlicher Trend zum Bauen im Bestand zu verzeichnen, um kostenintensive Sperrungen oder den Rückbau bestehender Konstruktion zu vermeiden. In Deutschland existieren mehr als 6000 Stahlbrücken und Stahlskelettbauten des Hochbaus aus Altstahl, die älter als 80 Jahre und in den nächsten Jahren instandzusetzen sind. Für werterhaltende und steigernde Maßnahmen an bestehenden Stahlkonstruktionen aus Altstahl, wie Instandsetzungen, Modernisierungen oder Umnutzungen findet das Schweißen als besonders wirtschaftliches Fügeverfahren bislang jedoch kaum Anwendung. Nieten- und Schraubenverbindungen sind dagegen oft äußerst unwirtschaftlich. Für die Instandsetzung ist vielfach bestehendes und beschädigtes durch neues Material zu ersetzen und mit Altstahl, meist Flussstahl, zu schweißen. Dieser Beitrag fokussiert die Analyse der Mikrostruktur in der Wärmeeinflusszone durch MSG-Schweißen verschiedener relevanter Altstähle, um die Schweißeignung durch ausgewählte Zusatzwerkstoffe zu beurteilen. Hierzu ließ sich mittels Dilatometrie subsidiär eine Datenbasis (ZTU-Diagramme, schweißsimulierte Gefüge) schaffen, um systematisch praxisrelevante Schweißexperimente mit minimalen Versuchs- und Materialaufwand abzuleiten. T2 - Forschungsseminar Universität Magdeburg CY - Magdeburg, Germany DA - 08.01.2025 KW - Altstahl KW - Schweiß-ZTU Diagramme KW - Instandsetzungsschweißen PY - 2025 AN - OPUS4-62406 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kromm, Arne T1 - Influence of Residual Stresses on Stress Relief Cracking of Thick Walled Creep Resistant Steel Welds N2 - 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. T2 - International Conference on Residual Stresses ICRS-11 CY - Nancy, France DA - 27.03.2022 KW - Welding KW - Creep-resistant steel KW - Stress relief cracking KW - Residual stress KW - Post weld heat treatment PY - 2022 AN - OPUS4-54577 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hensel, J. T1 - Influence of the WAAM process and design aspects on residual stresses in high-strength structural steels N2 - High-strength fine-grain structural steels have great potential for weight optimization of many modern engineering structures. Efficient manufacturing can be achieved here above all by Wire Arc Additive Manufacturing (WAAM). First commercial high-strength welding consumables for WAAM are already available. However, due to a lack of knowledge and guidelines for the industry regarding welding residual stresses and component safety in manufacturing and operation, their application is still severely limited. Residual stresses play a crucial role here, as the sensitive microstructure of high-strength steels carries a high risk of cold cracking. For this reason, process- and material-related influences, as well as the design aspects on residual stress formation and the risk of cold cracking, are being investigated in a recent project (FOSTA-P1380/IGF21162BG). This high strength of the WAAM welding consumables is adjusted via a martensitic phase transformation. The volume expansion associated with martensite formation has a significant influence on residual stress evolution. However, this has not yet been investigated in relation to the processing of high-strength steels by WAAM. The aim of this work is to establish a WAAM cold crack test and easy-to-apply processing recommendations that will allow economical, expedient, and crack-resistant fabrication of high-strength steels, especially for SME. This paper focuses on the analysis of the effects of welding heat control and design of WAAM components on cooling conditions, microstructure, mechanical-technological properties and residual stresses. For this purpose, geometrically defined specimens (hollow cuboids) are welded fully automatically with a special, high-strength WAAM solid wire (yield strength >790 MPa). The heat control and specimen dimensions are varied within a statistical experimental design. The weld heat control is adjusted in such a way that the t8/5 cooling times are ensured within the recommended processing range (approx. 5–20 s). For this purpose, additional thermo-physical forming simulations using a dilatometer allowed the complex heat cycles to be reproduced and the resulting ultimate tensile strength of the weld metal to be determined. The WAAM welding of complex geometries with varying welding heat control and geometric factors or wall thicknesses not only has an effect on the cooling conditions, cooling times and microstructure, but also has a significant influence on the structural restraint conditions during welding. Hence, the welding experiments show significant effects of specimen scaling and heat input on the welding residual stresses, which may be detrimental regarding component properties and crack-critical tensile residual stresses. These complex interactions are analyzed within this investigation. T2 - 75th IIW Annual Assembly CY - Tokyo, Japan DA - 17.07.2022 KW - WAAM KW - Residual Stresses KW - High-strength Steels KW - Cold cracking safety KW - Heat control KW - Wind energy PY - 2022 AN - OPUS4-56713 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eissel, A. T1 - Alloy modification for additive manufactured Ni alloy components Part I: Effect on microstructure and hardness N2 - Alloy 36 (1.3912), also known as “Invar”, is an alloy with 36% nickel. The alloy has a remarkably low thermal expansion coefficient in certain temperature ranges. Therefore, it is used in applications in which dimensional stability is critical, such as moulding tools for composite materials in aerospace and automotive applications. Moreover, increasingly complex structures and the optimisation of resource efficiency also require additive manufacturing steps for the production or repair of components. Additively manufactured components have a heterogeneous microstructure and anisotropic mechanical properties. In part I of this investigation, the initial alloy 36 is modified with the elements Ti, Zr and Hf up to a maximum of 0.33 wt.-%. The influence of the modification elements on the microstructure as well as on the hardness of the AM components is examined. Part II focusses on the effect of the alloy modifications on machinability as well as on the surface integrity of plasma-transferred-arc-welded (PTA) and finish milled invar components. The results show that PTA welding cause numerous finely distributed precipitates with high silicon content. T2 - 75th IIW Annual Assembly CY - Tokyo, Japan DA - 17.07.2022 KW - Alloy modification KW - Alloy 36 KW - Additive manufacturing PY - 2022 AN - OPUS4-55439 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Scharf-Wildenhain, R. T1 - Fertigungsbedingte Beanspruchungen und Kaltrisssicherheit in generativ gefertigten Bauteilen aus hochfesten Feinkornbaustählen N2 - Der Vortrag gibt einen Überblick über den Einfluss der Prozessparameter auf die Eigenspannungen sowie die Härte in additiv gefertigten Bauteilen aus hochfestem stahl. Des Weiteren wird dargestellt, wie sich das Bauteildesign und trennende Fertigungsschritte auf die Eigenspannungen der Bauteile auswirken. T2 - DVS Arbeitsgruppe (AG) V 12 CY - Online meeting DA - 15.11.2023 KW - Additive Fertigung KW - Hochfester Stahl KW - Eigenspannungen PY - 2023 AN - OPUS4-59235 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -