2018
DOI: 10.1080/17445302.2018.1471776
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Numerical study on the water entry of curved wedges

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Cited by 23 publications
(5 citation statements)
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“…The impact pressure factor K can be regarded as constant and is independent of sea severity and impact speed. The value of K can be determined by different methods such as empirical formula (Ochi and Motter, 1973), Rule Book approach (Lloyd's Register, 2011), experiments (Wang and Guedes Soares, 2016b) and numerical simulation (Wang and Guedes Soares, 2013;Yu et al, 2018).…”
Section: Estimation Of the Impact Pressure Factormentioning
confidence: 99%
“…The impact pressure factor K can be regarded as constant and is independent of sea severity and impact speed. The value of K can be determined by different methods such as empirical formula (Ochi and Motter, 1973), Rule Book approach (Lloyd's Register, 2011), experiments (Wang and Guedes Soares, 2016b) and numerical simulation (Wang and Guedes Soares, 2013;Yu et al, 2018).…”
Section: Estimation Of the Impact Pressure Factormentioning
confidence: 99%
“…The impact of a body which can be expressed by the power law s(x) = α x β is now investigated for α > 0 and β > 0. Drop tests 39 and numerical simulations 40 involving curved wedges, with shapes similar to this, have been conducted. However, the minimum mean deadrise angle in these experiments was 25 ○ and gas entrainment was not observed.…”
Section: Power-law Bodymentioning
confidence: 99%
“…Stenius et al simulated the water entry of 2D flat wedges using an arbitrary Lagrangian-Eulerian (ALE) solver in the commercial software LS-DYNA [5,6]. This numerical method has been further used to investigate the water impact of different structures, such as ship sections, by Wang and Guedes Soares [7], curved wedges by Yu et al [8], and cones and semi-spheres by Wang and Guedes Soares [9]. Bilandi et al simulated the vertical water impact of asymmetric wedges by using the finite volume method in STAR-CCM+ [10].…”
Section: Introductionmentioning
confidence: 99%