Applied Mathematics and Mechanics (English Edition)

RESPONSE OF PARAMETRICALLY EXCITED DUFFING-VAN DER POL OSCILLATOR WITH DELAYED FEEDBACK

李欣业;陈予恕;吴志强;宋涛

2006, 27(12): 1585-1595 . doi:10.1007/s10483-006-1201-z

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赵广慧;张年梅;杨桂通

2006, 27(12): 1597-1605 . doi:10.1007/s10483-006-1202-1

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MAXIMAL ELEMENTS OF A FAMILY OF G_B-MAJORIZED MAPPINGS IN PRODUCT FC-SPACES AND APPLICATIONS

丁协平

2006, 27(12): 1607-1618 . doi:10.1007/s10483-006-1203-1

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SCATTERING OF CIRCULAR CAVITY IN RIGHT-ANGLE PLANAR SPACE TO STEADY SH-WAVE

史文谱;刘殿魁;宋永涛;禇京莲;胡爱琴

2006, 27(12): 1619-1626 . doi:10.1007/s10483-006-1204-1

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ASYMPTOTIC EXPANSIONS OF ZEROS FOR KRAWTCHOUK POLYNOMIALS WITH ERROR BOUNDS

朱晓峰;李秀淳

2006, 27(12): 1627-1633 . doi:10.1007/s10483-006-1205-1

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GENERALIZED FINITE SPECTRAL METHOD FOR 1D BURGERS AND KDV EQUATIONS

詹杰民;李毓湘

2006, 27(12): 1635-1643 . doi:10.1007/s10483-006-1206-z

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张韧;洪梅;孙照渤;牛生杰;朱伟军;闵锦忠;万齐林

2006, 27(12): 1645-1653 . doi:10.1007/s10483-006-1207-z

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KUHN-TUCKER CONDITION AND WOLFE DUALITY OF PREINVEX SET-VALUED OPTIMIZATION

盛宝怀;刘三阳

2006, 27(12): 1655-1664 . doi:10.1007/s10483-006-1208-z

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EXACT LINEARIZATION BASED MULTIPLE-SUBSPACE ITERATIVE RESOLUTION TO AFFINE NONLINEAR CONTROL SYSTEM

徐自祥;周德云;邓子辰

2006, 27(12): 1665-1671 . doi:10.1007/s10483-006-1209-z

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COMPACTLY SUPPORTED NON-TENSOR PRODUCT FORM TWO-DIMENSION WAVELET FINITE ELEMENT

金坚明;薛鹏翔;徐应祥;朱亚莉

2006, 27(12): 1673-1686 . doi:10.1007/s10483-006-1210-z

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POLY-SCALE REFINABLE FUNCTION AND THEIR PROPERTIES

杨守志

2006, 27(12): 1687-1695 . doi:10.1007/s10483-006-1211-1

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NONLINEAR GALERKIN MIXED ELEMENT METHODS FOR STATIONARY INCOMPRESSIBLE MAGNETOHYDRODYNAMICS

罗振东;毛允魁;朱江

2006, 27(12): 1697-1707 . doi:10.1007/s10483-006-1212-1

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A nonlinear Galerkin mixed element (NGME) method for the stationary incompressible magnetohydrodynamics equations is presented. And the existence and error estimates of the NGME solution are derived.

ANALYSIS OF COMPOSITE LAMINATE BEAMS USING COUPLING CROSS-SECTION FINITE ELEMENT METHOD

姜文光;John L. Henshall

2006, 27(12): 1709-1718 . doi:10.1007/s10483-006-1213-z

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Beams and plates manufactured from laminates of composite materials have distinct advantages in a significant number of applications. However, the anisotropy arising from these materials adds a significant degree of complexity, and thus time, to the stress and deformation analyses of such components, even using numerical approaches such as finite elements. The analysis of composite laminate beams subjected to uniform
extension, bending, and/or twisting loads was performed by a novel implementation of the usual finite element method. Due to the symmetric features of the deformations, only a thin slice of the beam to be analysed needs to be modelled. Conventional threedimensional solid finite elements were used for the structural discretization. The accurate deformation relationships were formulated and implemented through the coupling of nodal translational degrees of freedom in the numerical analysis. A sample solution for a rectangular composite laminate beam is presented to show the validity and accuracy of the proposed method.

ANALYSIS OF SYMMETRIC LAMINATED RECTANGULAR PLATES IN PLANE STRESS

杨端生;黄炎;任仙海

2006, 27(12): 1719-1726 . doi:10.1007/s10483-006-1214-1

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