Ingenieurwissenschaften und zugeordnete Tätigkeiten
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Presentation of the work of division 9.4 with focus on the Key aspects of component welding applying higher-strength fine-grained structural steels. 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 weld and its surroundings. Strategies, which help to improve the strength properties and life-time of welded structures 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 full, 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.
Today an expanding application of high-strength steels in modern welded constructions can be observed. The economical use of these steel grades largely depends on the strength and reliability of the weldments. Therefore the special microstructure and mechanical properties of these grades have to be taken into account by keener working ranges regarding the welding parameters. However, performance and safety of welded components are strongly affected by the stresses occurring during and after welding fabrication locally in the weld seam and globally in the whole component, especially if the shrinkage and distortion due to welding are restrained. Some extensive studies describe the optimization of the welding stresses and the metallurgical effects regarding an adapted welding heat control. In particular lower working temperatures revealed to be effective to significantly reduce the local and global welding induced residual stresses of the completed weld. However, decreased interpass temperatures cause concurrently higher stresses during welding fabrication. This work shows some strategies to reduce these in-process stresses. With help of multi-axial welding stress analyses in component-related weld tests using a special 2-MN-testing facility differences in stress build-up are described in detail for root welds, filler layers and subsequent cooling to ambient temperature.
In an increasing number of modern steel applications high-strength 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 HSLA steel welds, the formation of tensile residual stresses might lead to fracture due to overloading or premature failure if not adequately considered. In codes and standards, therefore, residual stress on the amount of the yield strength are expected, disregarding the circumstance that generally the residual stresses are much lower in HSLA steel welds. Oftentimes this leads to an underestimation of the proof strength in high-strength welded components and economical disadvantages using HSLA steels. 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 the global analyses. The comparison of two different seam geometries revealed significantly lower multi-axial stresses if a narrower weld groove is used.
Today an expanding application of high-strength steels in modern welded constructions can be observed. The economical use of these steel grades largely depends on the strength and reliability of the weldments. Therefore the special microstructure and mechanical properties of these grades have to be taken into account by keener working ranges regarding the welding parameters. However, performance and safety of welded components are strongly affected by the stresses occurring during and after welding fabrication locally in the weld seam and globally in the whole component, especially if the shrinkage and distortion due to welding are restrained. Some extensive studies describe the optimization of the welding stresses and the metallurgical effects regarding an adapted welding heat control. In particular lower working temperatures revealed to be effective to significantly reduce the local and global welding induced residual stresses of the completed weld. However, decreased interpass temperatures cause concurrently higher stresses during welding fabrication. This work shows some strategies to reduce these in-process stresses. With help of multi-axial welding stress analyses in component-related weld tests using a special 2-MN-testing facility differences in stress build-up are described in detail for root welds, filler layers and subsequent cooling to ambient temperature.
In an increasing number of modern steel applications high-strength 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 HSLA steel welds, the formation of tensile residual stresses might lead to fracture due to overloading or premature failure if not adequately considered. In codes and standards, therefore, residual stress on the amount of the yield strength are expected, disregarding the circumstance that generally the residual stresses are much lower in HSLA steel welds. Oftentimes this leads to an underestimation of the proof strength in high-strength welded components and economical disadvantages using HSLA steels. 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 the global analyses. The comparison of two different seam geometries revealed significantly lower multi-axial stresses if a narrower weld groove is used.