2010
DOI: 10.1016/j.jsv.2010.04.007
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Dynamic and acoustic response of bidirectionally stiffened plates with eccentric stiffeners subject to airborne and structure-borne excitations

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Cited by 34 publications
(10 citation statements)
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“…Different approaches exist to evaluate the free vibration of stiffened plates. Analytical models, such as the assumed-modes approach, have been presented [16,20] and they are valid within the assumption of light stiffeners; usually the in-plane motion of the plate is neglected and the platestiffener interface is treated as a line. Alternatively, a structural in vacuo FE model can provide more accurate results as it usually involves less simplification than an analytical model representation.…”
Section: Structural Modelmentioning
confidence: 99%
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“…Different approaches exist to evaluate the free vibration of stiffened plates. Analytical models, such as the assumed-modes approach, have been presented [16,20] and they are valid within the assumption of light stiffeners; usually the in-plane motion of the plate is neglected and the platestiffener interface is treated as a line. Alternatively, a structural in vacuo FE model can provide more accurate results as it usually involves less simplification than an analytical model representation.…”
Section: Structural Modelmentioning
confidence: 99%
“…The proposed approach provides a new framework for evaluating the coupled vibroacoustic response of flat plates, stiffened or not, to incident sound in terms of some of the existing formulated vibroacoustic quantities (radiation efficiency and/or Joint Acceptance Functions). Compared to similar studies ([4] [16]) , the proposed approach gives a concise step by step formulation which only requires the in-vacuo modal parameters and extends the applicability to finite, stiffened plates with arbitrary boundary conditions subjected to either plane wave or diffuse field excitation. In addition, a significant computational reduction is achieved whilst retaining good accuracy compared to a fully coupled, numerical FE-BE solution.…”
Section: Introductionmentioning
confidence: 99%
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“…The light fluid assumption is also made as it implies omitting inter-modal coupling brought by the action of a fluid on the structure. Several authors have shown that these couplings are negligible at the first order [31], [68], [29] or do not change the general tendencies [69], [41], [54]. However, other authors have shown that some changes can occur in the case of heterogeneous boundary conditions, high…”
Section: Iiib Acoustic Radiation Of a Non-rectangular Ribbed Structurementioning
confidence: 99%
“…The regularity of the structure of the reinforced shell allows using analytical approaches for solving the problem of its vibrations. A large number of works, which are par tially reflected in reviews [1][2][3] and in [4][5][6][7][8], have been devoted to vibrations of regularly reinforced frames shells, plates, and beams. The authors applied the space harmonic expansion method for an orthog onally reinforced shell in [9].…”
Section: Introductionmentioning
confidence: 99%