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I. A. Motovilovets 《International Applied Mechanics》2000,36(2):251-260
The buckling of a round orthotropic flexible plate vf variable thickness is studied. The sagging of the plate under both contour
loading and nonuniform heating is considered. Algebraic polynomials are used as coordinate functions to construct approximate
solutions of the corresponding equations.
S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev. Translated from Prikladnaya Mekhanika,
Vol. 36, No. 2, pp. 115–123, February, 2000. 相似文献
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王颖坚 《应用数学和力学(英文版)》1990,11(4):343-353
Basic equations for large deflection theory of thin orthotropic circular plate with variable thickness are derived in this paper. The modified iteration method is adopted to solve the large deflection problem of thin orthotropic circular plate with variable thickness under uniform pressure. If ε=0, then the solution derived from the result in this paper coincides completely with the result given by J. Nowinski (using perturbation method) for solving large deflection problem of thin orthotropic circular plate with constant thickness under uniform pressure. 相似文献
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I-Intr0ducti0nThebendingproblemofcircularthinplateisimriartantbothintheoryandinengineeringpractice,butbecausethebasicequationsoftheproblemsofnon-linearunsymmetricalbendingf0rcircularthinplate'arenonlineardifferentialequations,itisquitedifficulttoobtainana… 相似文献
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LARGEDEFLECTIONPROBLEMOFTHINORTHOTROPICCIRCULARPLATEONELASTICFOUNDATIONWITHVARIABLETHICKNESSUNDERUNIFORMPRESSURE(王嘉新)(刘杰)LARG... 相似文献
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Introduction Manystructuralelements(pole,plate,shell)withunevenandvariablethicknessarewidely usedinallkindsofengineeringfields.Engineerscansavematerialswhentheydesignbecause theseelementshavebetteroptimizedshapeofstructuralfeature,butthisaddsdifficultytotheanalysisoftheirmechanicalcapability.Manypreviouspapers[1-4]havesolvedtheproblemof symmetricalaxis,butnobodyhassolvedtheunsymmetricalnonlineardeformationproblemof circularthinplatewithvariablethicknessandunsymmetricalaxisuptonow,afewworkonly … 相似文献
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秦圣立 《应用数学和力学(英文版)》1994,15(10):965-972
BENDINGPROBLEMSOFNON-HOMOGENEOUSCYLINDRICALORTHOTROPICCIRCULARPLATEQinSheng-li(秦圣立)(QufuNormalUnicersity,Qufu,Shandong)(Recei... 相似文献
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《International Journal of Solids and Structures》2006,43(22-23):6783-6799
A new theory, which involves only two unknown functions and yet takes into account shear deformations, is presented for orthotropic plate analysis. Unlike any other theory, the theory presented gives rise to only two governing equations, which are completely uncoupled for static analysis, and are only inertially coupled (i.e., no elastic coupling at all) for dynamic analysis. Number of unknown functions involved is only two, as against three in case of simple shear deformation theories of Mindlin and Reissner. The theory presented is variationally consistent, has strong similarity with classical plate theory in many aspects, does not require shear correction factor, gives rise to transverse shear stress variation such that the transverse shear stresses vary parabolically across the thickness satisfying shear stress free surface conditions. Well studied examples, available in literature, are solved to validate the theory. The results obtained for plate with various thickness ratios using the theory are not only substantially more accurate than those obtained using the classical plate theory, but are almost comparable to those obtained using higher order theories having more number of unknown functions. 相似文献
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I. A. Motovilovets 《International Applied Mechanics》1999,35(4):413-419
The critical temeprature of an orthotropic round plate at which it loses stability is determined, and its deflection is studied
on the basis of flexible plate thermoelasticity. The plate is under conditions of heat exchange with the environment. The
approximate method is based on the representation of stresses and displacements in the form of algebraic polynomials.
S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev, Ukraine. Translated from Prikladnaya
Mekhanika, Vol. 35, No. 4, pp. 95–100, April, 1999. 相似文献
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Wang Xin-zhi 《应用数学和力学(英文版)》1983,4(1):107-116
In this paper, to begin with, the large deflection equation of variable thickness circular plates is given. By using small parameter method and revised iteration jointly a cubic approximate solution is obtained. A characteristic is also given for comparison with linear theory. 相似文献
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Basic equations of the problem of the nonlinear unsymmetrical bending for orthotropic rectangular thin plate with variable thickness 总被引:1,自引:0,他引:1
黄家寅 《应用数学和力学(英文版)》2004,25(7):812-816
Under the case of ignoring the body forces and considering components caused by diversion of membrane in vertical direction ( z-direction ), the constitutive equations of the problem of the nonlinear unsymmetrical bending for orthotropic rectangular thin plate with variable thickness are given; then introducing the dimensionless variables and three small parameters, the dimensionaless governing equations of the deflection function and stress function are given. 相似文献
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