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Welding simulation of tubular k-joints in steel s690qh

Farshid Zamiri Akhlaghi (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; J. M. Drezet ; A. Nussbaumer
Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015; Rio de Janeiro; Brazil; 27 May 2015 through 29 May 2015 p. 481-488. (2015)
[Konferensbidrag, refereegranskat]

Residual stress state in planar tubular K-joints, in the chord within the gap region between the two braces, is studied using numerical weld modelling. The motivation comes from past full-scale fatigue tests on tubular trusses made of various steel grades with sizes typical of bridge trusses, which shows that the cracking occurs at the hot spots located in this region. Residual stress field characterization is needed in order to assess its role in fatigue cracking, especially for the case of cracks occurring on the compression brace side. Comparison between residual stress field in a Y-joint and a K-joint is made to assess the significance of restraining effect in the gap region. Phase transformations during welding and cooling down are determined and their impact on the final residual stress state is evaluated. Computed residual stresses are compared to the neutron diffraction measurements. Transient thermal field and cooling times substantially affect phase transformations. Therefore, their accurate reproduction in the analysis is important.

Denna post skapades 2015-10-12. Senast ändrad 2015-11-06.
CPL Pubid: 223987


Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik


Teknisk mekanik

Chalmers infrastruktur