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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Archive of applied mechanics 68 (1998), S. 719-733 
    ISSN: 1432-0681
    Keywords: Key words Piezoelectric material ; inclusion ; thermal stress concentration ; Stroh formalism
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Summary The problem of a two-dimensional piezoelectric material with an elliptic cavity under a uniform heat flow is discussed, based on the modified Stroh formalism for the piezothermoelastic problem. The exact electric boundary conditions at the rim of the hole are introduced in the analysis. Expressions for the elastic and electric variables induced within and outside the cavity are derived in closed form. Hoop stress around the hole and electric fields in the hole are obtained. The limit situation when the hole is reduced to a slit crack is discussed, and the intensity factors for the problem are obtained.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Computational mechanics 15 (1994), S. 270-283 
    ISSN: 1432-0924
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract A simple numerical method for dynamic simulation of multibody systems consisting of rigid and flexible bodies is presented. This paper investigates the multibody systems with inertia properties of flexible components that undergo large angular rotations. The equation of motion is derived using the finite element/Lagrange formulation. A substructure synthesis method is employed to reduce the number of elastic coordinates of the multibody system. A modification to the traditional boundary conditions at the free interface has been incorporated. An example is given to demonstrate the accuracy of the computed results which obtained from this new free interface method. This example has been analyzed using the present free interface method and also the finite element method in order to compare the efficient and accuracy of both methods. It was shown that the new free interface substructure synthesis method provides accurate results even with lesser elements.
    Type of Medium: Electronic Resource
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  • 3
    ISSN: 1432-0924
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract  This paper presents a three-dimensional elasticity solution to the free vibration problem of thick cylindrical shell panels of rectangular planform. The natural frequencies and corresponding mode shapes were obtained for thick cylindrical shell panels and detailed parametric investigations were carried out. Comparisons were also made with corresponding finite element simulation results. To validate the accuracy of the results as well as the stability of the present methodology, comprehensive convergence studies were also carried out. Further comparisons of present results were made with existing experimental and numerical results (classical, first-order and higher-order shell theories) available in open literature and the validity and range of applicability of the various shell theories examined.
    Type of Medium: Electronic Resource
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Computational mechanics 9 (1992), S. 113-120 
    ISSN: 1432-0924
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract An accurate and computationally efficient numerical method is proposed for vibration analysis of thin elliptical plates lying on a circular or an elliptical ring support. A set of orthogonal two-dimensional plate functions generated through the Gram-Schmidt recurrence formula is used as the admissible functions in the Rayleigh-Ritz approach. Natural frequencies and mode shapes are obtained by minimizing the functional with respect to the unknown coefficients. Several numerical examples are solved and the obtained results are carefully examined by convergence tests and compared with available results in the literature. Close agreement is achieved in all cases.
    Type of Medium: Electronic Resource
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica 113 (1995), S. 37-52 
    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 study investigates the influence of a cavity on the natural frequencies and mode shapes of a homogeneous, isotropic, elastic solid cylinder. Cavities of different shapes and sizes are often found in engineering applications to provide access, reduce weight and to cut cost in production. As a result, detailed quantitative solutions to this class of problem will be of great interest to engineering practitioners. In this study, a highly efficient and accurate numerical algorithm is proposed to examine the vibrations of elastic solid cylinders with a deep cavity. The technique uses the exact theory of three-dimensional elasticity in conjunction with the Ritz form of minimum energy principle to derive the governing eigenvalue equation. Within the context of three-dimensional elasticity, displacement functions composed of a set of twodimensional lateral surface functions and one-dimensional longitudinal functions are defined for each displacement component. The orthogonality inherent in these functions has resulted in well form eigen value matrices which can be manipulated and solved with ease. The technique yields upper-bound natural frequencies and three-dimensional deformed mode shapes for a wide range of elastic hollow cylinders with an arbitrary cross section. Most of the results presented herein are believed to be new to the existing literature.
    Type of Medium: Electronic Resource
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  • 6
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica 102 (1994), S. 123-135 
    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 considers the elastic buckling of triangular Mindlin plates under isotropic inplane compression. The total potential energy functional for the considered buckling problem is derived and the newly developedpb-2 Rayleigh-Ritz method is applied for the analysis. The method features thepb-2 Ritz function defined by the product of a two-dimensional polynomial function (p-2) and a basic function (b) formed from taking the product of the boundary equations with each equation raised to appropriate powers. New buckling results for isosceles and right-angled triangular Mindlin plates with various apex angles, thickness to width ratios and different combinations of edge conditions are presented. Such tabulated results are not only valuable to designers but also important to researchers as reference values for validating their numerical techniques and software packages.
    Type of Medium: Electronic Resource
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  • 7
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica 112 (1995), S. 11-28 
    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 presents a formulation for the free vibration analysis of skew Mindlin plates with intermediate parallel stiffeners attached in two directions. The Mindlin theory is used to account for the effects of transverse shear deformations and rotary inertia of the plate while the Engesser theory associated with the consideration of torsion is employed for stiffeners. Based on these two theories, the energy functionals for the plate system have been derived. To obtain the vibration frequencies, these energy functionals are minimized with the shape functions assumed in a set of two-dimensional mathematically complete polynomials. This procedure has been implemented numerically to compute the vibration solutions. Convergence studies have been performed to verify the accuracy of this method. Sets of first known results have been presented for several stiffened plate structures.
    Type of Medium: Electronic Resource
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  • 8
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica 116 (1996), S. 83-96 
    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 Based on a refined first-order shear deformation theory, the vibratory characteristics of doubly-curved shallow shells of elliptical planform are investigated. Integral expressions incorporating the effects of shear deformation and rotary inertia for the strain and kinetic energies are derived. The transverse shear strain components are obtained as linear functions of thickness in contrast to constant strains available in the current literature. With the use of the extremum energy principle, a governing eigen-matrix equation is formulated which is subsequently solved to extract the frequencies and mode shapes. The shallow shells considered here are the spherical, cylindrical and hyperbolic paraboloidal shells. The effects of various geometric parameters and boundary constraints on the resonant frequencies and mode shapes are examined. The solution method employs displacement functions comprising of a set of two-dimensional orthogonal polynomials and a basic function for each degree of freedom: three orthogonal displacement components and two rotations. The convergence of eigenvalues is examined. The validity of the present results is verified by comparing, if possible, with the values from the literature.
    Type of Medium: Electronic Resource
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  • 9
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica 114 (1996), S. 83-94 
    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 investigates the stress intensity factors of two penny-shaped cracks with different sizes in a three-dimensional elastic solid under uniaxial tension. The two cracks are symmetrically parallel located in the isotropic solid. Based on Eshelby's equivalent inclusion method and the superposition pronciple of the elasticity theory, a closed-form analytical elastic solution for the stress intensity factors (SIFs) on the boundaries of the cracks is obtained when the center distance between the two cracks is much larger than the crack sizes. A numerical method is employed to extract the solution for small center distance case. It is found that, due to the interaction between the two cracks, the first and second kinds of SIFs exist at the same time even if the applied stress is pure tension. Numerical examples are given for different configurations and it is clearly shown that the SIFs are strongly determined by the distance between the centers of the two cracks.
    Type of Medium: Electronic Resource
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  • 10
    Electronic Resource
    Electronic Resource
    Springer
    Structural and multidisciplinary optimization 4 (1992), S. 199-205 
    ISSN: 1615-1488
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract This paper concerns the optimal locations of straight line internal supports for rectangular thin plates, under uniaxial compression, so as to maximize the elastic buckling loads. The optimization problem can be readily solved by using the newly developed pb-2 Rayleigh-Ritz method for the buckling analysis. Since the method avoids any discretization, the problems associated with the need to move the nodal points so as to coincide with the internal line support are eliminated. Moreover, the optimization exercise may be performed on a personal computer since the method requires a relatively smaller memory and computational effort as a result of a lower number of unknown variables involved when compared to other discretization methods such as the finite difference or finite element methods. Optimal results will be presented for plates with various combinations of edge conditions, aspects ratios and one or two internal line supports. The results indicate large sensitivity of buckling loads to supporting conditions.
    Type of Medium: Electronic Resource
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