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  • 1
    Electronic Resource
    Electronic Resource
    A comprehensive analysis of the state of stress of elastic anisotropic flat plates using refined theories (1987)
    Springer
    Acta mechanica 70 (1987), S. 57-81 
    Details
    ISSN: 1619-6937
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Summary This paper establishes, on a quantitative basis, the correlation between two apparently different higher-order theories of anisotropic plates. In addition it provides a strong mathematical tool allowing one to determine, in an exact and unified manner, the state of stress of orthotropic shear deformable rectangular plates exhibiting a variety of edge conditions.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01174647
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    Paper (German National Licenses)
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  • 2
    Electronic Resource
    Electronic Resource
    A shear deformable theory of laminated composite shallow shell-type panels and their response analysis II: Static response (1989)
    Springer
    Acta mechanica 77 (1989), S. 1-12 
    Details
    ISSN: 1619-6937
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Summary In the second part of this paper, by using the static counterparts of the governing equations derived in [1], the static response of shallow composite shell-type panels subjected to a sinusoidal transverse load is investigated. The numerical applications, encompassing a large number of boundary conditions and various lamination schemes, allow one to obtain some conclusions which are formulated in the paper.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01379740
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    Paper (German National Licenses)
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  • 3
    Electronic Resource
    Electronic Resource
    Dynamic response of cross-ply laminated circular cylindrical shells with various boundary conditions (1995)
    Springer
    Acta mechanica 112 (1995), S. 117-134 
    Details
    ISSN: 1619-6937
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Summary Closed-form solutions of the dynamic response of cross-ply laminated circular cylindrical shells are developed for arbitrary boundary conditions and under arbitrary loadings. The equations of motion of the classical, first-order and third-order theories are converted into a single-order system of equations by using state variables. To solve for the dynamic response, the biorthogonality conditions of principle modes of the original and adjoint eigenfunctions are used to decouple the state space equation. The study reveals that the disagreement between shear deformation theories in much less than the disagreement between them and the classical theory.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01177483
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    Paper (German National Licenses)
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  • 4
    Electronic Resource
    Electronic Resource
    A shear deformable theory of laminated composite shallow shell-type panels and their response analysis I: Free vibration and buckling (1989)
    Springer
    Acta mechanica 76 (1989), S. 1-33 
    Details
    ISSN: 1619-6937
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Summary This paper deals with the substantiation of a shear deformable theory of cross-ply laminated composite shallow shells. While the developed theory preserves all the advantages of the first order transverse shear deformation theory it succeeds in eliminating some of its basic shortcomings. The theory is further employed in the analysis of the eigenvibration and static buckling problems of doubly curved shallow panels. In this context, the state space concept is used in conjunction with the Lévy method, allowing one to analyze these problems in a unified manner, for a variety of boundary conditions. Numerical results are presented and some pertinent conclusions are formulated.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01175794
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    Paper (German National Licenses)
    Fulltext
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