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Antisymmetric angle ply rectangular plate vibration and buckling analysis

5.3475.2425.6377,[link widoczny dla zalogowanych],130 = 20.00.0010.010.11,010,[link widoczny dla zalogowanych],010000.0 write 0l1.5181.5421.7362.4172.8462.9132, 921 = ± 8024.1434.1564.2604 .7455.1815.2355.244 = ± 452468l010000 write 012. O173.0173.1623.2ll3.2333, 278 = 1.025-3088 · 3498-8068 · 8969.0249-126 Reference lLeissaAW. Review of polyphony buckling materials . Mechanics , 1988I18 (4) {526-54O. Translated from App1. Mech. Rev. , 1987I40 (5:525 ~ 5g12WhitneyJM-LeissaAW.Analysisofasimplysupportedlamimztedanlthotropicrectangularplates.ALAAJ., 1970I8 (10) :28-33. J., ● ● 4 Huang Yi et al: antisymmetric angle ply rectangular plate vibration and buckling analysis 4093ChiaCY. Nonlih crisp TaaAymsofplates.McGRAW-HlLL, NewYork,[link widoczny dla zalogowanych], 】 98O4MahonyJJ.TheIBrgedefle ~ onofthincantileverplatesQuart.J.Meeh.8LApp1.Maths ·, 1951114 ( Cool

; 257-2705GreenAEdoublefouderseriesandboundaryvalueproMezl ~ sPro ~,[link widoczny dla zalogowanych], CambridgePkilos, sd., 】 944I40 :222 - 2286MukhopmlhyayM . VibrationanalysisofelasticallyrestrainedrectangularplateswithconcentratedMass.J.Sound8LVibration.1987I113 (3) l547 - 5587LeissaAW.Thefreevibrationofrectangulexplate *. J.Sound8LVabration, 】 976t31 (2) :257-293VibrationandBucklingAnalysisofUnsymmetricAngle-PlyRectangularPlatesHuangHWangKelin (1 ~ pt.ofBasicCourseIXi8nInstituteofMetallurgyandConstructionEngineeringXianI '/ '10055) AbatractUsingFourierseriesmethod.solvingeigeMunctionsandelSenvaluesofthegoverningpartialdiffer-entialeqU Qu nso, titled ~ oMemstransformedintoeigertvalueaofthecorreapilxdilxgtmttrlxe ~ tmtior,[link widoczny dla zalogowanych], s.Numericalresultsarepresentedfortherectangularplateswithtwooppositeedge * elasticallyrestraineda-gainsttranstationandtheother搴elasticallyrestrainedagainstrotation.keywordgllaminatedplate.vibrationIb ~ ckling, fouri ~ series, elastiealre * tralnt, IJr

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