Peculiarities of calculation and design of smooth orthotropic panels with considering geometric nonlinear behavior
When calculating the stability and bearing capacity of the panels of the caisson of the wing of an aerospace aircraft, it is necessary to take into account the presence of a heat-shielding coating, which also acts as an elastic base (EB) for the skin. The subject of this work is thin smooth orthotro...
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Published in | E3S web of conferences Vol. 389; p. 6024 |
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Main Authors | , , , |
Format | Journal Article Conference Proceeding |
Language | English |
Published |
Les Ulis
EDP Sciences
01.01.2023
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Online Access | Get full text |
ISSN | 2267-1242 2555-0403 2267-1242 |
DOI | 10.1051/e3sconf/202338906024 |
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Abstract | When calculating the stability and bearing capacity of the panels of the caisson of the wing of an aerospace aircraft, it is necessary to take into account the presence of a heat-shielding coating, which also acts as an elastic base (EB) for the skin. The subject of this work is thin smooth orthotropic rectangular panels with an elastic base that does not perceive compressive and shear flows acting on the panel. The aim of the work is to develop methods for evaluating and designing composite panels associated with an elastic foundation, taking into account the possible geometrically nonlinear behavior under loads close to the design level. Note that the indicated level of loading can be realized only in full-scale static tests in the experimental justification of the strength of the wing structure. The paper presents analytical solutions of a geometrically nonlinear problem by the Bubnov-Galerkin method for rectangular orthotropic panels, taking into account the ER under the action of compressive and tangential forces. Based on the solutions obtained, methods for determining the thicknesses of orthotropic panels are proposed, taking into account two possible criteria: either reaching the ultimate strength stresses in a possible supercritical state, or reaching the limiting values of the deflection amplitude with geometrically nonlinear behavior. The last specified condition is a consequence of the requirements for the strength of the adhesive bond between the orthotropic skin and the heat-shielding layer. The paper considers smooth rectangular orthotropic panels with rigid support along the long sides and hinged support along the short sides. |
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AbstractList | When calculating the stability and bearing capacity of the panels of the caisson of the wing of an aerospace aircraft, it is necessary to take into account the presence of a heat-shielding coating, which also acts as an elastic base (EB) for the skin. The subject of this work is thin smooth orthotropic rectangular panels with an elastic base that does not perceive compressive and shear flows acting on the panel. The aim of the work is to develop methods for evaluating and designing composite panels associated with an elastic foundation, taking into account the possible geometrically nonlinear behavior under loads close to the design level. Note that the indicated level of loading can be realized only in full-scale static tests in the experimental justification of the strength of the wing structure. The paper presents analytical solutions of a geometrically nonlinear problem by the Bubnov-Galerkin method for rectangular orthotropic panels, taking into account the ER under the action of compressive and tangential forces. Based on the solutions obtained, methods for determining the thicknesses of orthotropic panels are proposed, taking into account two possible criteria: either reaching the ultimate strength stresses in a possible supercritical state, or reaching the limiting values of the deflection amplitude with geometrically nonlinear behavior. The last specified condition is a consequence of the requirements for the strength of the adhesive bond between the orthotropic skin and the heat-shielding layer. The paper considers smooth rectangular orthotropic panels with rigid support along the long sides and hinged support along the short sides. |
Author | Mitrofanov, O. Toropylina, E. Belyaeva, Svetlana Chulenyov, Anatoly |
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Cites_doi | 10.1051/e3sconf/202236304006 10.1051/e3sconf/201911002124 10.1051/e3sconf/202337601094 10.1007/978-3-030-54814-8_39 10.1051/e3sconf/202016410042 10.1051/e3sconf/202124408001 10.1051/e3sconf/202236304001 10.1051/e3sconf/201911001057 10.12737/2219-0767-2022-15-3-7-16 10.1051/e3sconf/202124405004 10.1109/MLSD49919.2020.9247749 10.12737/2219-0767-2022-15-1-7-13 10.1016/j.trpro.2022.06.165 10.12737/2219-0767-2022-15-2-7-12 10.1016/j.trpro.2022.06.178 10.12737/2219-0767-2022-15-3-93-102 10.12737/2219-0767-2022-15-4-61-69 10.1109/RusAutoCon52004.2021.9537333 10.12737/2219-0767-2022-15-4-128-136 |
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SubjectTerms | Adhesive bonding Bearing capacity buckling Elastic foundations Exact solutions Galerkin method geometrically nonlinear problem heat-shielding coating load-bearing panel Rectangular panels Shear flow static strength Static tests Ultimate tensile strength Wings |
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Title | Peculiarities of calculation and design of smooth orthotropic panels with considering geometric nonlinear behavior |
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