Effect of three-dimensional welding-induced residual stress and distortion fields on strength and behaviour of flat-bar stiffened panels

• Published in: Ships and offshore structures Vol. 8; no. 5; pp. 565 - 578
• Main Authors: Gannon, Liam, Liu, Yi, Pegg, Neil, Smith, Malcolm J.
• Format: Journal Article
• Language: English
• Published: Cambridge Taylor & Francis 01.10.2013; Taylor & Francis Ltd
• Subjects: Accuracy; Classification; distortion; Finite element analysis; finite-element modelling; Residual stress; Simulation; stiffened plates; ultimate strength; Welding
• ISSN: 1744-5302; 1754-212X
• DOI: 10.1080/17445302.2012.707386

The influence of welding-induced residual stress and distortion on the behaviour of welded, flat-bar stiffened plates under uniaxial compression is examined, using finite-element simulation techniques. Residual stresses and distortions due to welding are simulated by three-dimensional thermo-elasto-plastic finite-element analysis, and the behaviour of stiffened plates under compressive axial loads is evaluated considering various stiffened plate geometries. Welding-induced residual stress and distortion distributions are examined, and the behaviour of stiffened plates under compressive axial loads with and without welding-induced residual stress is compared with International Association of Classification Societies design formulae. Results of the numerical analyses reveal that welding-induced residual stresses reduce the ultimate strength of flat-bar stiffened plates by as much as 18%. Load shortening curves generated by finite-element analysis are compared with curves derived from design formulae, showing good agreement among ultimate strength values predicted by the two methods. There is, however, some discrepancy between the post-ultimate capacities of stiffened plates predicted by the two methods, which may influence the accuracy of ultimate strength calculations for ship hull girders.