By Carlos Guedes Soares, P.K. Das
'Analysis and layout of Marine constructions' explores contemporary advancements in equipment and modelling strategies for structural evaluation of marine structures:
- equipment and instruments for setting up rather a lot and cargo effects;
- tools and instruments for power assessment;
- fabrics and fabrication of structures;
- tools and instruments for structural layout and optimisation;
- Structural reliability, protection and surroundings safeguard.
The e-book is a necessary reference resource for lecturers, engineers and pros interested in marine constructions and layout of send and offshore structures.
Read Online or Download Analysis and Design of Marine Structures: including CD-ROM PDF
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Extra resources for Analysis and Design of Marine Structures: including CD-ROM
In blue). (2) where mj and ρj are mass and density of the jth particle, r and rj are position vectors in space and for the jth particle, respectively. The term h represents the smoothing length, which determines the extent to which a certain particle has influence on the others. Different kernel functions may be utilized (Liu and Liu 2003); in particular, in the present work, Gaussian kernel was adopted. The resulting formulae, in the particles approximation, for the continuity equation and the momentum equation are: Eulerian mesh for case 1 (water in red, void to model the fluid domain in practice.
In particular, attention 24 – regarding global torque, results obtained with SPH and PRI RANS methods are in rather good agreement with each other and with the first harmonics values provided by UPM group, even if PRI values show higher oscillations and a tendency to overestimate peaks, while SPH produces a better correspondence. , 2008. Numerical Simulation of Liquid Sloshing Phenomena in Partially Filled Containers. Computers & Fluids, in press, available online. Colagrossi, A. , 2003. Numerical simulation of interfacial flows by smoothed particle hydrodynamics, Journal of Computational Physics 191: 448–475.
Moreover it is found that the characteristic extreme values of wave pressure can be reduced significantly when the limiting significant wave height is less than Hs = 12 m for the VLCC and bulk carrier compared with those using the full scatter diagram. In case of Hs = 14 m, the extreme values from Method 1 and Method 2 agree very well with those extreme values without consideration of heavy weather avoidance. However due to the uncertainty in the forecast and shipmaster’s decision, the ship can not avoid those severe sea states with Hs > Hslim absolutely.
Analysis and Design of Marine Structures: including CD-ROM by Carlos Guedes Soares, P.K. Das