Article ID Journal Published Year Pages File Type
830930 Materials & Design (1980-2015) 2012 9 Pages PDF
Abstract

During welding, residual stresses build-up created by the steep thermal gradient that occurs in the weld zone from localized heating and cooling, and phase transformations appearing in low-alloyed structural steel is inevitable. Welding of rather simple test plates do not cover the actual structural effects, which have to be considered during real component welding. However, the resulting welding-induced residual stress state is highly influenced by the structural characteristics, i.e. restraint conditions, of the welded construction. Therefore, a unique large-scale testing facility providing a specific shrinkage restraint while welding and subsequent cooling was used for the present investigations. Hereby, a six bead multi-pass gas metal arc weld of 20 mm thick structural steel S355J2 + N was welded under shrinkage restraint. The residual stresses were experimentally and numerically investigated, and compared to an analysis of plates welded under force-free support and free shrinkage conditions.The experimentally determined and calculated residual stresses using both 2D and 3D numerical models are in a good agreement. Furthermore, the influence of a shrinkage restraint on the residual stress distribution is both experimentally and numerically shown for the present test set-up.

► Numerical model for multi-pass welding simulation under restraint conditions. ► Extensive experimental validation of numerical model described. ► Influence of shrinkage restraint on residual stress state shown. ► Experimental and calculated residual stresses show good agreement. ► Suitability of a 2D model for residual stress calculation depicted.

Related Topics
Physical Sciences and Engineering Engineering Engineering (General)
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