TY - CONF A1 - Schröpfer, Dirk A1 - Kannengießer, Thomas T1 - Influence of the weld thermal cycle on residual stress evolution and cold cracking ressistance in welded high-strength steel constructions N2 - The application of high-strength fine-grained structural steels with yield stress ≥ 690 MPa permits significant weight reductions and cost savings. Since welding is the major joining technology, e.g. in mobile crane industry, the sustainable and economical application of these grades depends on the load-bearing capacity and safety of the welds. An economical processing of high-strength steels is determined above all by the avoidance of cold cracking, apart from achieving demand-oriented mechanical properlies in the weid area. High tensile residual stresses are disadvantageaus regarding the cold cracking resistance and strength of welded components. Furthermore, high restraints commonly appearing in component welds increase residual stresses. Hence, in this research the influences of heat control on residual stresses and the overall structural Ioad of welded structures were quantified. The relationship between the weid thermal cycle and the resulting residual stress under additional shrinkage restraint was analysed by a successive augmentation of the restraint intensity. This was achieved by systematic low Ioad and component weid tests. lt was observed that the heat control significantly affects the local residual stresses and the overall structural Ioad of welded structures. A high interpass temperature increases the global and local welding stresses in particular. Moreover, the transferability of experimental welding results obtained from small specimens according to applicable codes to real component geometries was investigated. With the help of these findings it is possible to improve existing heat control concepts for high-strength steel welding. T2 - 2nd METEC & ESTAD 2015 - European steel technology and application days conference CY - Düsseldorf, Germany DA - 15.06.2015 KW - Residual stresses KW - Welding KW - HEat control KW - GMAW KW - Restraint KW - High-strength steels KW - Cold cracking KW - MAG welding KW - Process parameters PY - 2015 SP - P668, 1 EP - 7 AN - OPUS4-34988 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schröpfer, Dirk A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Load analyses of welded high-strength steel structures using image correlation and diffraction techniques N2 - In an increasing number of modern steel applications, high-strength structural steel grades are demanded to meet specifications regarding a high load-bearing capacity and a low operating weight. Lightweight design rules enhance the safety requirements, especially for welded joints. Besides a higher cracking risk for high-strength steel welds, the formation of tensile residual stresses might lead to fracture due to overloading or premature failure if not adequately considered. In this study, a stress-strain analysis was conducted at component-related structures from S960QL using digital image correlation while preheating, welding and cooling adjacent to the weld seam. X-ray diffraction analysis of the local residual stresses in the weld seam showed a good comparability with global analyses using either a DIC system or a special testing facility, which allowed in situ measurements of welding loads. By analysing two different seam geometries, it could be shown that lower multi-axial stresses arise if a narrower weld groove is used. Comparative analyses revealed a direct correlation of the local residual stresses in the weld with transverse shrinkage restraint, whereas the residual stress level in the HAZ is significantly affected by the bending restraint of the weld construction and the occurring bending stresses, respectively. KW - Process parameters KW - Residual stresses KW - Restraint KW - GMAwelding KW - High-strength steels PY - 2018 DO - https://doi.org/10.1007/s40194-018-0566-x SN - 0043-2288 SN - 1878-6669 VL - 62 IS - 3 SP - 459 EP - 469 PB - Springer CY - Berlin, Heidelberg AN - OPUS4-44270 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Scharf-Wildenhain, R. A1 - Hälsig, A. A1 - Hensel, J. A1 - Wandtke, Karsten A1 - Schröpfer, Dirk A1 - Kannengießer, Thomas T1 - Heat control and design‑related effects on the properties and welding stresses in WAAM components of high‑strength structural steels N2 - Commercial high-strength fller metals for wire arc additive manufacturing (WAAM) are already available. However, widespread industrial use is currently limited due to a lack of quantitative knowledge and guidelines regarding welding stresses and component safety during manufacture and operation for WAAM structures. In a joint research project, the process- and material-related as well as design infuences associated with residual stress formation and the risk of cold cracking are being investigated. For this purpose, reference specimens are welded fully automated with defned dimensions and systematic variation of heat control using a special, high-strength WAAM fller metal (yield strength>790 MPa). Heat control is varied by means of heat input (200–650 kJ/m) and interlayer temperature (100–300 °C). The ∆t8/5 cooling times correspond with the recommendations of fller metal producers (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. Welding parameters and AM geometry are correlated with the resulting microstructure, hardness, and residual stress state. High heat input leads to a lower tensile stress in the component and may cause unfavorable microstructure and mechanical properties. However, a sufciently low interlayer temperature is likely to be suitable for obtaining adequate properties at a reduced tensile stress level when welding with high heat input. The component design afects heat dissipation conditions and the intensity of restraint during welding and has a signifcant infuence on the residual stress. These complex interactions are analyzed within this investigation. The aim is to provide easily applicable processing recommendations and standard specifcations for an economical, appropriate, and crack-safe WAAM of high-strength steels. KW - GMA welding KW - Additive manufacturing KW - Residual stresses KW - High-strength steel KW - Cold cracking safety KW - Heat control KW - Wind energy PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-567397 DO - https://doi.org/10.1007/s40194-022-01450-x SN - 1878-6669 VL - 2022 SP - 1 EP - 11 PB - Springer CY - Berlin AN - OPUS4-56739 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schröpfer, Dirk A1 - Witte, Julien A1 - Kromm, Arne A1 - Kannengießer, Thomas 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, predominantly 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, particularly hardness, 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. KW - Repair-welding KW - Wind Energy KW - High-strength steels KW - Cold cracking KW - Residual stresses KW - Offshore steels PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-600259 DO - https://doi.org/10.1007/s40194-024-01731-7 SN - 0043-2288 SP - 1 EP - 15 PB - Springer Nature AN - OPUS4-60025 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schröpfer, Dirk A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Optimization of welding loads with narrow groove and application of modified spray arc process N2 - Current efforts for lightweight design result in a growing application of high-strength fine-grained structural steel in modern constructions, e.g. mobile cranes, with yield strength from 960 MPa. The design of welded structures and welding processes becomes more challenging with increasing material strength and elastic ratios. High residual stresses are able to diminish lifetime, load capacity and component safety and should be avoided. Recent analyses have shown strong influences of heat control and restraint of the weld due to arising reaction stresses, superimposing with local residual welding stresses. Modern inverter technologies allowed the development of numerous modified spray arc processes driven by power source manufacturers, which provide virtually similar features and several benefits, enabling welding of narrower seams with reduced weld volumes and total heat inputs. This research focuses on welding loads due to modified weld seams. The global reaction forces and moments and their superposition with local residual stresses in welded components due to external shrinkage restraints were investigated using a special testing facility and XRD. The restraint intensity, weld seam geometry and welding process were varied for statistical evaluations of resulting welding loads. When welding under restraint, a reduction of the weld seam volume causes significantly lower reaction stress levels. KW - Residual stresses KW - MAG welding KW - Restraint KW - High-strength steels KW - Process parameters PY - 2017 DO - https://doi.org/10.1007/s40194-017-0484-3 SN - 1878-6669 SN - 0043-2288 VL - 61 IS - 6 SP - 1077 EP - 1087 PB - Springer CY - Berlin Heidelberg AN - OPUS4-41071 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schröpfer, Dirk A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Engineering approach to assess residual stresses in welded components N2 - Present trends to lightweight design lead to an expanding relevance of high-strength fine-grained structural steels especially in mobile crane constructions. With growing material strength, the challenge for welding fabrication increases, since high loading capacities and safety requirements have to be accomplished. The utilisation of the high strength potential often requires complex constructions associated with high restraint conditions while welding. Increased residual stresses may occur due to superimposing reaction and restraint stresses, which have to be quantified and evaluated to ensure the safety and integrity of high-strength steel constructions. Particularly, the scope of residual stresses has to be taken into account for different effects in the HAZ, notches, weld and base metal. Commonly, conservative assumptions of residual stresses lead to distinct underestimations of the load bearing capacity particularly for welded high-strength steel constructions. This study concludes results of recent works of the researchers regarding the complex interaction among heat control, material and restraint intensity on the residual stress state in welded components. These analyses are extended by further experiments. Based on the obtained major effects, an approach for a welding residual stress assessment regarding component design according to prevailing standards for crane construction, an important application for high-strength steels, is presented. KW - Process parameters KW - Residual stresses KW - MAG welding KW - Restraint KW - High-strength steels PY - 2017 DO - https://doi.org/10.1007/s40194-016-0394-9 SN - 0043-2288 SN - 1878-6669 VL - 91 IS - 1 SP - 91 EP - 106 PB - Springer CY - Berlin, Heidelberg AN - OPUS4-39044 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gibmeier, J. A1 - Weidemann, Jens A1 - Dixneit, Jonny A1 - Kannengießer, Thomas A1 - Kromm, Arne T1 - Influence of structural stiffness on the residual stresses during welding of low transformation temperature alloys N2 - Low Transformation Temperature (LTT) alloys are high alloyed filler materials, which exhibit a martensitic phase transformation at comparatively low temperatures in order to prevent high tensile residual stresses. A number of publications have already shown that even compressive residual stresses can be observed when using LTT filler materials. Up to know it is not clear in which way this it applicable to multi-run welding exhibiting high shrinkage restraint and complex heat input. In this study the potential for stress reduction during welding of LTT alloys was studied by numerical simulation. This allows for evaluation of the stress development in every single weid run. Additionally, the impact of the structural stiffness was incorporated by modelling a special sample geometry exhibiting a high intensity of restraint. The results show that the stress formation in weid longitudinal direction is determined by the phase transformation as high compressive residual stresses were found here independent from the weid run. On the other hand the transformation induced stresses in weid transverse direction are superimposed by tensile stresses originated from shrinkage restraint. With increasing number of runs the tensile residual stress level is raised. The results were confirmed by residual stress measurements using diffraction methods. T2 - 11th International Seminar - Numerical Analysis of Weldability CY - Graz, Austria DA - 27.09.2015 KW - Influence KW - Structural stiffness KW - Residual stresses KW - Low transformation KW - Temperature alloys KW - Welding PY - 2016 SN - 978-3-85125-490-7 SN - 2410-0544 SP - 259 EP - 276 PB - Verlag der Technischen Universität Graz CY - Graz AN - OPUS4-38998 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schaupp, Thomas A1 - Schröpfer, Dirk A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Welding residual stresses in 960 MPa grade QT and TMCP high-strength steels N2 - High-strength steels with yield strengths ≥ 690 MPa are becoming increasingly significant for modern steel constructions. Both quenched and tempered (QT) high-strength steels and steels produced by the thermo-mechanically controlled process (TMCP) are currently available. TMCP-steels are usually provided with a typical mill scale. Apart from the manufacturing process these steels differ also in their chemical composition. The influence of these differences are investigated here with focus on the residual stresses formed during TIG welding. Bead on plate welds have shown characteristic residual stress distributions depending on the type of steel as well as on the heat input and preheat temperature. The following work demonstrates that the fluid flow, induced by the elements present in the mill scale, leads to a deeper penetration of the material. This can also lead to increased residual stresses in the surface of the weld and the HAZ. Furthermore, higher heat input and preheat temperature can induce higher tensile residual stresses − which are evident in the present study. KW - Residual stresses KW - High-strength steel KW - Welding KW - Mill scale KW - Phase transformation PY - 2017 DO - https://doi.org/10.1016/j.jmapro.2017.05.006 SN - 1526-6125 VL - 27 SP - 226 EP - 232 PB - ELSEVIER AN - OPUS4-40312 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kannengießer, Thomas A1 - Schröpfer, Dirk T1 - Key aspects of component welding applying higher-strength fine-grained structural steels N2 - The increased application of higher-strength steels and filler materials necessitates a more profound understanding of the interactions between the welding process, the heat input, the cooling conditions and the resulting metallurgical processes in the weid and its surroundings. Strategies, which help to improve the strength properties and life-time of welded stmctures to such an extent that the utilisation of higher-strength materials can be justified and their lightweight construction potential can thus be exploited to the füll, can only be derived from the interaction between all the influencing factors. Examples of a few investigations on welded joints between higher-strength fine-grained structural steels with regard to the interactions between the main variables influencing the cold cracking are presented in this article. T2 - 7th International Conference on Weiding Science and Engineering in conjunction with 3rd International Symposium on Computer-Aided Welding Engineering CY - Jinan, China DA - 18.10.2017 KW - Higher-strength steels KW - Cold cracking KW - Residual stresses KW - Heat control PY - 2017 SP - 437 EP - 446 AN - OPUS4-43235 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kromm, Arne A1 - Dixneit, Jonny A1 - Kannengießer, Thomas T1 - Residual stress engineering by low transformation temperature alloys - state of the art and recent developments N2 - Residual stress engineering in welding becomes more and more prominent as the use of tailored materials, e.g., high-strength steels, calls for maximum utilization of the material properties. As a consequence, residual stresses have to be considered as design criterion. Moreover, it may be utilized to improve the material's performance. Low transformation temperature alloys are a smart approach to control the residual stresses already during the welding process avoiding time-consuming postweld treatments. This paper gives an overview about the progress made in research in this topic with special focus on residual stresses. Basics as well as important developments will be addressed. KW - Residual stresses KW - Martensite KW - Low temperature KW - Transformation PY - 2014 DO - https://doi.org/10.1007/s40194-014-0155-6 SN - 0043-2288 SN - 1878-6669 VL - 58 IS - 5 SP - 729 EP - 741 PB - Springer CY - Oxford AN - OPUS4-31446 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -