2020
DOI: 10.1177/1369433220919070
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Hydroelastic responses of floating composite plates under moving loads using a hybrid moving element-boundary element method

Abstract: Responses of floating plates with the impact of moving excitations have been previously studied by several scholars. Generally, such structures were often assumed to be isotropic. Nonetheless, the directional-dependent bending stiffness should be considered for designing practical floating structures, especially for very large floating structures. Accordingly, this article aims to analyze hydroelastic responses of floating composite plates subjected to moving loads for the first time. For this, a novel numeric… Show more

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Cited by 9 publications
(3 citation statements)
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“…The anisotropy of the composite material under dynamic loading is considered by [19] using a moving element method (MEM)-FEM hybrid model, which, on the other side, is not dealing with foreign object impact loading.…”
Section: Introductionmentioning
confidence: 99%
“…The anisotropy of the composite material under dynamic loading is considered by [19] using a moving element method (MEM)-FEM hybrid model, which, on the other side, is not dealing with foreign object impact loading.…”
Section: Introductionmentioning
confidence: 99%
“…The horizontally two-dimensional linear response of a floating airport to the landing and takeoff of an airplane was investigated using the time-domain mode expansion method [27]. Moreover, a combination of a BEM and moving element method (MEM) was utilized to study the hydroelastic response of floating composite plates subjected to moving loads [28].…”
Section: Introductionmentioning
confidence: 99%
“…Since then, many researchers have applied this technique to study various moving load problems. [17][18][19][20][21][22][23][24][25][26][27][28] For example, Ang and Dai 17 employed the MEM to investigate the dynamic response of a high-speed rail system accounting for an abrupt change of the foundation stiffness. The railway beam was treated as a viscously damped Euler-Bernoulli beam resting on a Winkler foundation.…”
Section: Introductionmentioning
confidence: 99%