Comparison of fully coupled hydroelastic computation and segmented model test results for slamming and whipping loads
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This paper presents a numerical analysis of slamming and whipping using a fully coupled hydroelasticmodel. The coupled model uses a 3-D Rankine panel method, a 1-D or 3-D finite element method, and a 2-D GeneralizedWagner Model (GWM), which are strongly coupled in time domain. First, the GWM is validated against resultsof a free drop test of wedges. Second, the fully coupled method is validated against model test results for a 10,000twenty-foot equivalent unit (TEU) containership. Slamming pressures and whipping responses to regular waves arecompared. A spatial distribution of local slamming forces is measured using 14 force sensors in the model test, and it iscompared with the integration of the pressure distribution by the computation. Furthermore, the pressure is decomposedinto the added mass, impact, and hydrostatic components, in the computational results. The validity and characteristicsof the numerical model are discussed.
Abstract
This paper presents a numerical analysis of slamming and whipping using a fully coupled hydroelasticmodel. The coupled model uses a 3-D Rankine panel method, a 1-D or 3-D finite element method, and a 2-D GeneralizedWagner Model (GWM), which are strongly coupled in time domain. First, the GWM is validated against resultsof a free drop test of wedges. Second, the fully coupled method is validated against model test results for a 10,000twenty-foot equivalent unit (TEU) containership. Slamming pressures and whipping responses to regular waves arecompared. A spatial distribution of local slamming forces is measured using 14 force sensors in the model test, and it iscompared with the integration of the pressure distribution by the computation. Furthermore, the pressure is decomposedinto the added mass, impact, and hydrostatic components, in the computational results. The validity and characteristicsof the numerical model are discussed.
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