Limit state analyses in design of thin-walled marine structures - Some aspects on length-scales

• Published in: Journal of Offshore Mechanics and Arctic Engineering
• Main Authors: Romanoff, Jani, Remes, Heikki, Varsta, Petri, Reinaldo Goncalves, Bruno, Körgesaar, Mihkel, Lillemäe-Avi, Ingrit, Jelovica, Jasmin, Liinalampi, Sami
• Other Authors: Department of Mechanical Engineering, Marine Technology, Meyer Turku Shipyard, University of British Columbia, Aalto-yliopisto, Aalto University
• Format: Article in Journal/Newspaper
• Language: English
• Published: American Society of Mechanical Engineers (ASME) 2020
• Subjects: Arctic
• Online Access: https://aaltodoc.aalto.fi/handle/123456789/102212; https://doi.org/10.1115/1.4045371

This paper gives an overview of the factors that affect the strength and structural design of advanced thin-walled marine structures with reduced plate thickness or alternative topologies to those used today in the marine industry. Due to production-induced initial deformations and resulting geometrical non-linearity, the classical division between primary, secondary, and tertiary responses becomes strongly coupled. Volume-averaged, non-linear response of structural element can be used to define the structural stress-strain relation that enables analysis at the next, larger, length scale. This, today's standard homogenization process, needs to be complemented with localization, where the stresses are assessed at the details, such as welds for fatigue analysis. Due to this, the production-induced initial distortions need to be considered with high accuracy. Another key question is the length-scale interaction in terms of continuum description. Non-classical continuum mechanics are needed when consecutive scales are close. Strain-gradients are used to increase the accuracy of the kinematical description of beams, plates, and shells. The paper presents examples of stiffened and sandwich panels covering limit states such as fatigue, non-linear buckling, and fracture. Peer reviewed