Residual stress study of welded high strength steel thin-walled plate-to-plate joints, Part 1: Experimental study

Author:

Lee C.K.,Chiew S.P.,Jiang Jin

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. BSI. Eurocode3: Design of steel structures. Part1-1: General rules and rules for buildings. London, UK, British Standards Institute, 1995.

2. Mattias Clarin. High strength steel local buckling and residual stresses. Department of Civil and Environmental Engineering. Lulea, Lulea University of Technology. Licentiate, 2004.

3. Healy J, Billingham J. Metallurgical considerations of the high yield to ultimate ratio in high strength steels for use in offshore engineering. 14th International Conference of OMAE, III: 365, 1995.

4. Prior F, Maurer KL. Fatigue strength properties of welded joints of high-strength weldable structural. Materialwissenschaft und Werkstofftechnik, 1995;26(3):161–71.

5. Agerskov H, Petersen RI. An investigation on fatigue in high-strength steel offshore structures. Welding in the World, 1997;41(4):328–42.

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