Abstract
Very large floating structure (VLFS) is a sustainable concept centered around creating solid platforms at sea. The Delta is a new type of VLFS, designed to withstand open-sea conditions and to form, in addition to a broad deck areas, a sheltered basin of year-round operability. The design of this unique hull relies on direct calculations in order to identify critical load cases and assess their load effects. This study formulates a theoretical procedure for the initial assessment of the primary strength. The procedure analytically integrates the floatation loads while the hull rests at hydrostatic equilibrium on a wave surface and obtains the vertical and horizontal bending moment. This preliminary assessment tool enables a fast review of many load cases and provides the basic insights necessary for a reasonable initial design. Using the procedure, we conducted a primary load assessment for the design of Delta. By calculating the load response to 588 load cases, we identified the critical load scenario and the maximal axial stress. As the stress was too high, we improved the geometry in order to reduce loads and assessed proper scantlings for the critical section. We present the formulation of the procedure, the validation of the results, and the implementation for the structural design of the Delta VLFS.
Highlights
Faculty of Mechanical Engineering, Technion-Israel Institute of Technology, Haifa 3200003, Israel; Abstract: Very large floating structure (VLFS) is a sustainable concept centered around creating solid platforms at sea
In order to advance the practical development of the concept, this paper focuses on the structural aspects of the Delta VLFS
4, with hull positioned at hydrostatic equilibrium (i.e., heel, trim, and Figure 4, wave with the hull as positioned hydrostatic (i.e.,of heel, depth) on a specified surface solved byatGHS, we splitequilibrium the solid model the trim, hull and depth)
Summary
The Delta is a new type of VLFS, designed to withstand open-sea conditions and to form, in addition to a broad deck areas, a sheltered basin of year-round operability. The design of this unique hull relies on direct calculations in order to identify critical load cases and assess their load effects. The procedure analytically integrates the floatation loads while the hull rests at hydrostatic equilibrium on a wave surface and obtains the vertical and horizontal bending moment This preliminary assessment tool enables a fast review of many load cases and provides the basic insights necessary for a reasonable initial design. We present the formulation of the procedure, the validation of the results, and the implementation for the structural design of the Delta VLFS
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