Filtern
Erscheinungsjahr
- 2017 (16) (entfernen)
Dokumenttyp
- Zeitschriftenartikel (8)
- Beitrag zu einem Tagungsband (5)
- Forschungsbericht (2)
- Vortrag (1)
Schlagworte
- Residual stresses (6)
- Eigenspannungen (3)
- MAG-Schweißen (3)
- Welding (3)
- Cold cracking (2)
- Heat control (2)
- High-strength steel (2)
- High-strength steels (2)
- Higher-strength steels (2)
- MAG welding (2)
Eingeladener Vortrag
- nein (1)
This article provides an impression on potentials in applying nowadays welding simulation tools in construction design. This is carried out exemplary on plate girders from two structural steel grades. The calculated residual stresses are compared with measurements by sectioning method. It has been repeatedly stated that present Eurocode models fail to approximate the residual stresses. Especially for high strength steel (HSS) only limited information is available on realistic occurring residual stresses in typical I-girders. The investigations are aimed to give further guidance on these values. A few proposals on advanced models are discussed.
Residual stresses and distortions in welded I-girders for steel construction are relevant when evaluating the stability of steel beams and column members. The application of high strength steels allows smaller wall thicknesses compared to conventional steels. Therefore, the risk of buckling has to be considered carefully. Due to the lack of knowledge concerning the residual stresses present after welding in high strength steel components conservative assumptions of their level and distribution is typically applied. In this study I-girders made of steels showing strengths of 355 MPa and 690 MPa were welded with varying heat input. Due to the dimension of the I-girders and the complex geometry the accessibility for residual stress measurement using X-ray diffraction was limited. Therefore, saw cutting accompanied by strain gauge measurement has been used to produce smaller sections appropriate to apply X-ray diffraction. The stress relaxation measured by strain gauges has been added to residual stresses determined by X-ray diffraction to obtain the original stress level and distribution before sectioning. The combination of both techniques can produce robust residual stress values. From practical point of view afford for strain gauge application can be limited to a number of measuring positions solely to record the global amount of stress relaxation. X-ray diffraction can be applied after sectioning to determine the residual stresses with sufficient spatial resolution.
In situ EDXRD study of MAG-welding using LTT weld filler materials under structural restraint
(2017)
Welding using low transformation temperature (LTT) filler materials is an innovative approach to mitigate detrimental welding residual stresses without cost-intensive post weldtreatments. Due to the local Generation of compressive residual stresses in the weld line by means of a delayed martensite transformation a significant enhancement of the cold cracking resistance of highly stressed welded components can be expected. For the effective usage of These materials a deeper understanding of the microstructural evolution inside the weld material is necessary to determine the complex processes that cause the residual stress formation during welding. Solid-state phase transformation kinetics and the evolution of strain in LTT weld filler materials are monitored in-situ at the instrument ID15A at the ESRF in Grenoble, France. The transferability to real components is implemented by using a realistic MAG welding process under consideration of structural restraint. During welding of multilayer joints, the phase Transformation and phase specific strain evolution of each individual layer is investigated in transmission geometry by means of energy-dispersive X-ray diffraction EDXRD using high energy synchrotron Radiation with a counting rate of 2.5 Hz. The measurement results of a 10% Cr / 10% Ni LTT weld filler are compared to data monitored for the conventional weld filler material G89. The in-situ data clearly indicate a strong effect on the local strain evolution and the formation of compressive strain. This results from the restraint volume expansion during the postponed austenite to martensite transformation of the LTT weld filler, which counteracts the thermal shrinkage. In contrast, for the conventional weld filler material the thermal contraction strains lead to tensile residual strain during welding. Furthermore, the results of in-situ observation during welding Show that the transformation kinetic is dependent on the welding sequence.
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.
Neutron imaging has become a valuable tool for measuring hydrogen distributions qualitatively and quantitatively in metals. Hydrogen mass flow can be measured inside cm thick Steel samples with 10 s temporal resolution. Hydrogen accumulations around craclcs in embrittled iron samples can be visualized three-dimensionally. The gas pressure of hydrogen in crack cavities has been measured to be in the ränge of 5 MPa to 15 MPa. This quality of information allows new insights for the analysis of damage mechanisms on a micrometer scale, e.g., of hydrogen blistering. Further, this method is nondestructive and provides local information in situ and in three dimensions with a spatial resolution of 20 µm - 30 µm.
Um den wachsenden Anforderungen an den stofflichen und konstruktiven Leichtbau sowie den Forderungen nach Ressourceneffizienz Rechnung zu tragen, werden in vielen Industriebranchen zunehmend höherfeste Feinkornbaustähle mit Streckgrenzen ≥ 690 MPa eingesetzt. Allerdings werden mit zunehmender Festigkeit deutlich höhere Anforderungen an deren schweißtechnische Verarbeitung gestellt. Weil gerade die Sensibilität gegenüber einer Degradation der mechanischen Eigenschaften der höherfesten Feinkornbaustähle durch den beim Schweißen aufgenommenen Wasserstoff mit steigender Festigkeit zunimmt, ist auf eine geeignete Wärmeführung zu achten. Für konventionelle MAG-Schweißprozesse liegen bereits Erfahrungen und Regelwerke zur Wärmeführung und entsprechende Wasserstoffgrenzwerte vor. Moderne Invertertechnik ermöglichte die Entwicklung modifizierter Sprühlichtbögen (mod. SLB). Im Vergleich zu konventionellen Lichtbogenprozessen wird ein äußerst kurzer und richtungsstabiler Lichtbogen, eine höhere Abschmelzleistung, ein größerer Kontaktrohrabstand und ein tieferer Einbrand realisiert. Neben den bekannten Vorteilen lassen außerdem reduzierte mögliche Nahtöffnungswinkel einen anderen Lagenaufbau und unterschiedliche Geometrien der einzelnen Schweißraupen erwarten. Jedoch fehlen hierzu Aussagen über den schweißverfahrensspezifisch eingetragenen Wasserstoff und die damit einhergehende Kaltrissgefahr. Hierzu lagen in der Industrie, besonders bei den KMU, kaum Kenntnisse vor und sollten deshalb als Ziel dieses Forschungsprojektes erarbeitet werden.
Die vergleichenden Untersuchungen mit konventionellem Übergangslichtbogen und mod. SLB mit angepasster Nahtkonfiguration erfolgten an freischrumpfenden Stumpfstoßverbindungen sowohl mit Massivdraht als auch Metallpulverfülldraht. Zur Durchführung der Untersuchungen wurde eine Methodik entwickelt, die es ermöglicht, im Schweißgut realer Verbindungsschweißungen die Wasserstoffkonzentration reproduzierbar zu bestimmen. Anhand der Analysen konnte gezeigt werden, dass die Schweißprozessparameter die in das Schweißgut eingebrachte Wasserstoffkonzentration in Einlagenschweißungen beeinflussen. Auch beim Mehrlagenschweißen gestaltet sich der Wasserstoffeintrag abhängig von den Schweißprozessparametern und ist auf den unterschiedlichen Lagenaufbau zurückzuführen. Grundsätzlich ist den erarbeiteten Ergebnissen zu entnehmen, dass im Schweißgut von Stumpfstoßverbindungen mit abgesenktem Nahtöffnungswinkel erhöhte mittlere Wasserstoffkonzentrationen existieren. Außerdem beinhalten Schweißgüter aus Metallpulverfülldraht höhere Wasserstoffmengen als Massivdrahtschweißungen. Geeignete Wärmeführungen führten zu einer signifikanten Reduzierung der Wasserstoffkonzentration bei dem Einsatz der Nahtkonfiguration mit abgesenktem Nahtöffnungswinkel. Dabei erwies sich eine Nachwärmprozedur aus der Schweißwärme heraus als zielführend. Die Vorstellung von Zwischenergebnissen in Normungsgremien erfolgten, um mittelfristig vor allem den KMU eine sichere Verarbeitung höherfester Feinkornbaustähle zu ermöglichen.
Die dargestellten Ergebnisse stellen einen wichtigen Beitrag zur sicheren Auslegung von Schweißkonstruktionen aus höherfestem Feinkornbaustahl dar und ermöglichen den KMU die technischen und wirtschaftlichen Vorteile der mod. SLB-Prozesse auszunutzen sowie unter Berücksichtigung der wasserstoffunterstützten Kaltrissbildung kostenintensive Nacharbeiten zu reduzieren.
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.
Hydrogen can have an extreme degradation effects in steels, particularly concerning the mechanical properties. These effects can lead to hydrogen-assisted cracking in microalloyed high-strength steels during fabrication and/or operation in industrial applications. In order to study these effects, electrochemically charged tensile specimens were tested to elucidate the degradation of their properties. The carrier gas hot extraction (CGHE) method, which functionally combines a mass spectrometer with a thermal desorption analysis (TDA) process, was used for the detection of ultra-low diffusible hydrogen concentrations in the material specimens. The mass spectrometer provided rapid and automatic determination of hydrogen concentration, whereas the TDA presented the activation energy within the respective test specimen at the specific temperature. Additionally, specimen temperature was carefully monitored to reduce the evaluation error for local effusion peaks. A quenching and deformation dilatometer was used for the analysis of typical heat-affected zones during the welding process for a high reproducibility of the homogenous microstructures that were studied. The present work shows the interaction between hydrogen and lattice defects in different microalloyed materials and heat-affected zones of weldable fine-grained steels. These steels were prepared in a quenched and tempered condition and in a thermo-mechanically rolled condition. These preparations were made according to German standard DIN EN 10025-6 and to DIN EN 10149-2, respectively. The trapping characteristics of two steel grades, S690QL and S700MC, were studied with respect to the activation energy dependent on carbon content and microalloying elements such as Ti, Nb, Mo, Cr, and V. The two steel grades exhibited several types of traps: carbide formations, dislocations, and/or grain boundaries were common, which can influence activation energy and hydrogen solubility. The type and dimension of inclusions or particles also affected the hydrogen trapping behavior. A decrease of carbon and specific alloying elements in thermo-mechanically hot rolled steels led to a change in the activation energy binding the trapped hydrogen. This thermo-mechanically hot rolled steel revealed an increased interaction between hydrogen and precipitations. The higher carbon content in the quenched and tempered steel led to a higher interaction between hydrogen and iron carbide, specifically in the martensitic phase. Furthermore, the trapping behavior in heat-affected zones showed a significant increase in activation energy, especially in the coarse-grained microstructure. These previously mentioned various effects were studied to better understand the degradation of mechanical properties in these two steels.
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.
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.