By Carlos Guedes Soares; International Conference on Marine Structures

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Extra info for Advances in marine structures : proceedings of the 3. International Conference on Marine Structures - MARSTRUCT 2011, Hamburg, Germany, 28 - 30 March 2011

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2, linear static analyses have been performed employing Leonardo Hull 3D and MSC-NASTRAN 2008. All the structures, including stiffeners, have been described employing quadrilateral and triangular plate elements. Shells around each location have been modeled by elements of about 2 cm of edge, dimension which has been progressively increased moving away from the hot spot zone. In the outer region, elements with edges of about 20 cm have been used. Welding has not been taken into account. Figure 11 shows an example of a refined mesh.

Indb 39 2/18/2011 5:40:21 PM Ergin, A. & Temarel, P. 2002. Free vibration of a partially liquid-filled and submerged, horizontal cylindrical shell. Journal of Sound and Vibration 254: 951–965. G. & Temarel, P. 2006. The influence of structural modelling on the dynamic behaviour of a bulker in waves. Proceeding of the 4th International Conference on Hydroelasticity in Marine Technology, China, 25–33. G. & Temarel, P. 2003.

The effect of the irregular frequencies is observed in the principal coordinate data presented. It should be noted that the principal coordinates presented in Figure 2 represent the first three elastic principal modes. Figure 3. Wet resonance frequency curves of fully loaded bulk carriers. Key: X – 2-node vertical bending; – 3-node vertical bending; – 4-node vertical bending; – 5-node vertical bending. Figure 4. Wet resonance frequency curves of bulk carriers in ballast condition. Key: X – 2-node vertical bending; – 3-node vertical bending; – 4-node vertical bending; – 5-node vertical bending.

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