Abstract
This paper presents a numerical analysis to compare a Conventional TLP (CTLP) and an Extended TLP (ETLP) performance in marine environmental conditions. Both platforms have 12 tethers installed in a water depth of 700 m located in the Caspian Sea under irregular JONSWAP waves, wind and current loads. A coupled BEM-FEM numerical time and frequency domain analysis was performed to estimate motions and mooring line cumulative fatigue damage of two kinds of tension leg platforms. Besides, power spectra density (PSD) of heave motion, which is the most important displacement in the vertical plane for TLPs, under different wave periods at a wave angle of 30 deg was investigated. Finally, to have an in-detailed overlook, surge, heave and pitch RAO of platforms in critical wave periods under wave angles from 0 to 45 deg were studied. Model results showed that the CTLP demonstrate larger mooring fatigue damage and therefore less safety against wave, wind and current loads. However, perturbed waves induce more perturbance around the ETLP than the CTLP which in turn needs a proper control system to damp it. In addition, the obtained results show that in the Caspian Sea condition, mainly the ETLP demonstrates a smaller heave, surge and pitch motions than those of the CTLP under various wave periods. Altogether these results show that using a control system ETLP with respect to the CTLP demonstrates more efficient performance.
Published Version
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