Keywords welding simulation, residual stresses, residual deformations, uncoupled thermo-mechanical analysis, GMNI analysis
IntroductionIt is a fundamental expectation to speed up manufacturing processes while improving productivity and quality of steel structures. Structural steels are among the most widely used structural materials in the civil engineering practice. Welding has become more relevant for on-site constructions while it has been already widely used in workshops in the steel industry. Therefore it is an important task to determine residual deformations and residual stresses due to welding since it can have influence on the quality of the manufacturing process as well as on the resistance of steel members. Numerous previous research activities highlighted the importance of residual stresses and geometric imperfections. Detailed experimental investigations were carried out on welded and cold-formed box section girders by Somodi and Kövesdi in 2015 [1] to investigate the shape and magnitude of the residual stresses in different box sections using different steel grades. Results of previous laboratory tests showed that the shape and the residual stress intensity appreciably depend on the manufacturing process and the geometry of the specimen. However most of the standards such as the Eurocode [2] give only approximations and assumptions on initial geometric imperfections while the real behaviour of the analysed structures can be significantly different. On the other hand, in case of steel structures there are often manufacturing difficulties and resistance problems due to large weld sizes and high heat inputs. These effects can result in large deformations and residual stresses, which can reduce the resistance of the steel members for example for bridges where the applied plate thicknesses can be quite large (up to 100 mm).The development of production quality and design of sustainable structures indicate the importance of numerical simulations. Finite element analysis can be used to design structures considering the manufacturing process as well. Several years ago it was almost impossible to simulate the welding of complex structures because of hardware requirements and long computational time. Due to the improvement of computational background it is feasible to examine large-scale welded joints and structures in an adequately accurate way, but it has to be declared that computations still have limitations.