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Frontiers of Materials Science

ISSN 2095-025X

ISSN 2095-0268(Online)

CN 11-5985/TB

Postal Subscription Code 80-974

2018 Impact Factor: 1.701

Front Mater Sci    2011, Vol. 5 Issue (2) : 196-202    https://doi.org/10.1007/s11706-011-0136-2
RESEARCH ARTICLE
Welding simulation of complex structures – possibilities and limits
M. URNER, K. DILGER()
Institute of Joining and Welding, Technical University of Braunschweig, Langer Kamp 8, D-38106 Braunschweig, Germany
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Abstract

The possibilities of predicting welding distortions are extensive. The boundary conditions used in industrial production play an important role in choosing the right strategy. Not only the right abstraction of the welding process is essential for correct and useful results, the clamping conditions and pre-tack welding are also very important. This article reviews experiments and FEM calculations of welded complex structures of industrial relevance. The examined structure comes from a railway vehicle and contains u-profiles with a sheet thickness of 4 mm. The review starts with the explanation of the researched structure and shows different welding situations, like unclamped and clamped manufacturing. Then the FE model with several weld seams is explained and the used boundary conditions are shown. Finally, the measured and calculated distortions are compared and discussed.

Keywords welding simulation      FEM      distortion      boundary condition      clamping     
Corresponding Author(s): DILGER K.,Email:k.dilger@tu-bs.de   
Issue Date: 05 June 2011
 Cite this article:   
M. URNER,K. DILGER. Welding simulation of complex structures – possibilities and limits[J]. Front Mater Sci, 2011, 5(2): 196-202.
 URL:  
https://academic.hep.com.cn/foms/EN/10.1007/s11706-011-0136-2
https://academic.hep.com.cn/foms/EN/Y2011/V5/I2/196
Fig.1  Structural node with one weld seam, CAD-model.
Fig.2  Experimental setup.
Fig.3  Position of the thermocouples along the weld line and schematic experimental setup for distortion measurement.
Fig.4  Pre-tack-welding and weld seam.
Fig.5  Welding device.
Fig.6  Position of measurement.
Fig.7  FE-mesh: weld seams one to four.
Fig.8  Experimentally obtained and calculated time-dependent temperature transverse to the weld.
Fig.9  Comparison of fusion lines in experiment and calculation and global temperature field
Fig.10  Measured and calculated distortions, schematic pre-connected nodes.
Fig.11  Distortion of the structural node with four weld seams.
Fig.12  Comparison of the final distortion.
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