Tsuneo Tsuiji’s research while affiliated with Nagasaki University and other places

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Publications (25)


Vibration analysis of laminated cylindrical thin panels with twist and curvature
  • Article

April 2001

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9 Reads

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6 Citations

International Journal of Solids and Structures

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Tsuneo Tsuiji

Using the principle of virtual work and the Rayleigh–Ritz method with two dimensional algebraic polynomial displacement functions, the governing equation of vibration for a laminated cylindrical thin panel with twist and curvature is presented. The practicability and effectiveness of the method is verified by comparing the numerical results with those obtained by other researchers using experimental and other numerical methods. The effects of twist, curvature, characteristics of material, the number of layers, stacking sequence and fiber orientation on vibration frequency parameters of a laminated cylindrical thin panel with twist and curvature are studied, and some vibration mode shapes are also plotted to explain the variations of the vibration caused by them.


Free vibration analysis of rotating twisted cylindrical thin panels

April 1999

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19 Reads

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39 Citations

Journal of Sound and Vibration

Blades are idealized as twisted cylindrical thin panels and the free vibrations of rotating blades are studied in this paper. First the steady deformation due to rotation is studied by using the principle of virtual work for deformation, then considering the initial deformations and the initial stress resultants, the vibration of the panel is analyzed by using the principle of virtual work for free vibration. The numerical procedure for analyzing the free vibrations of rotating twisted cylindrical thin panels is presented by the Rayleigh–Ritz method. The solutions are shown in non-dimensional frequency parameters and compared with the previous results. Finally, the effects of twist angle, center angle, setting angle, rotating speed and radius of rotating disc on the vibrations are investigated.


Free Vibration for Twisted Thin Conical Shell Panels.

January 1999

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10 Reads

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

A numerical method for analyzing free vibrations of twisted thin conical shell panels is presented based on the Rayleight-Ritz procedure. To this end, exact strain-displacement relationships are derived by employing the thin shell theory and the principle of virtual work for free vibrations is formulated. Algebraic polynomials are used as assumed displacement functions in the analysis. Frequency parameters are analyzed for typical conical shell panels and effects of variation of the curvature of the shell and of pretwist on them are discussed. Resonance frequencies and modes of vibration obtained experimentally are compared with analytical ones. The agreement between them is found to be quite good.


Free vibration analysis of curved and twisted cylindrical thin panels

January 1999

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16 Reads

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31 Citations

Journal of Sound and Vibration

A turbomachinery blade is treated as a cylindrical thin panel with curvature and twist. The non-linear strain–displacement relations of the model are derived based on the general thin shell theory, and a numerical method for analysing the free vibrations of curved and twisted cylindrical thin panels is presented by means of the principle of virtual work for the free vibration using the Rayleigh–Ritz method, assuming two dimensional polynomial functions as displacement functions. It is shown that the method is effective in solving free vibration problems for cylindrical thin panels with curvature and twist by comparing the numerical results with previous results. The effects of curvature and twist on the frequency parameters and mode shapes are also discussed.


Free Vibration Studies for Thin Laminated Composite Twisted Cylindrical Panels

January 1998

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6 Reads

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

Frequency parameters and modes of vibration are computed for thin laminated composite twisted cylindrical panels using the Rayleigh-Ritz method. Assumed displacement functions are taken to be algebraic polynomials. Comparison of frequency parameters obtained with avairable results in the literature shows that the method presented is effective for analyzing the vibration of thin laminated composite cylindrical panels. Effects of fiber orientation, sequence of laminate and initial twisted angle on the frequency parameters and modes of vibration are investigated.


Free Vibration Analysis for Composite Laminated Twisted Cantilever Thin Plates

October 1996

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17 Reads

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2 Citations

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

A numerical method for analyzing free vibrations of composite laminated twisted cantilever thin plates is presented. The proposed method is based on the Rayleigh-Ritz procedure using algebraic polynomials as assumed displacement functions. The frequency parameters obtained are compared with previous theoretical results. Free vibrations of three-layer laminated (θ/-θ/θ) and four-layer laminated (θ/-θ/θ/-θ) plates are studied and the effect of fiber orientation and twist angle on the vibration characteristics of the plates is investigated.


Free Vibration Analysis of Rotating Thin Twisted Plates.

December 1995

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26 Reads

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7 Citations

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

Free vibrations of rotating cantilevered thin twisted plates are investigated. First, the exact strain-displacement relationships in large deflections of thin twisted plates are derived and the principle of virtual work for free vibrations of rotating cantilevered thin twisted plates is formulated. Then, a numerical procedure based on the Rayleigh-Ritz method is proposed using algebraic polynomials as assumed displacement functions. The results of the present analysis are compared with those obtained using the finite-element method to verify the usefulness of derived equations. Finally, effects of rotation, setting angle and setting length on frequency parameters are studied for typical thin twisted plates.


Free Vibrations of Twisted Cantilevered Thin Plates Having Thickness Varying in Two Directions

September 1995

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8 Reads

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3 Citations

JSME international journal Ser C Dynamics control robotics design and manufacturing

Free vibrations of twisted cantilevered thin plates having thickness varying in two directions are investigated analytically and experimentally in this study. A numerical procedure based on the Rayleigh-Ritz method is presented using algebraic polynomials as displacement functions. To demonstrate the procedure, nondimensional frequency parameters and mode shapes are analyzed for typical twisted plates. The convergence of frequency parameters is studied and effects of plate thickness variation on vibrating characteristics are discussed. Experimental tests are carried out for three kinds of aluminum specimens. On the basis of comparison between experimentally obtained resonance frequencies and mode shapes and those obtained from the analysis, it appears that the numerical procedure proposed in the present study is useful for analyzing the free vibrations of twisted thin plates with variable thickness


Free Vibrations of Curved and Twisted Thin Plates : Fundamental Theory

January 1994

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8 Reads

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8 Citations

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

Fundamental equations governing free vibrations of curved and twisted thin plates, which are blade models of the advanced turboprop, are presented in this paper. First, exact strain displacement relationships for curved and twisted thin plates are derived based on the thin shell theory. Then, the principle of virtual work of free vibrations is formulated, which is the fundamental equation for establishing numerical procedures to analyze the vibration of the curved and twisted plate, such as the Rayleigh-Ritz method and the finite-element procedure. Since the equations are derived on the basis of shell theory, they are utilized for plates having large initial twist.


Free Vibrations of Curved and Twisted Cantilevered Thin Plates (Analytical and Experimetal Results)

January 1994

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5 Reads

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10 Citations

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

Free vibrations of curved and twisted cantilevered thin plates are investigated analytically and experimentally. A numerical method based on the Rayleigh-Ritz procedure is presented using algebraic polynomials as displacement functions and an approximate integration, dividing the plate into elements. Convergency studies of nondimensional frequency parameters are made with increase of the number of elements dividing the plate and of terms in the assumed functions. Then, effects of initial twist and curvature on vibrating characteristics are discussed for typical curved and twisted cantilevered plates. Finally, experimental tests are carried out and resonance frequencies and mode shapes obtained are compared with analytical results.


Citations (9)


... Serra (1993) used the direct variational method to derive the fundamental equation describing the buckling of a pretwisted thin column supported at its ends. Tsuiji et al. (1994) derived the differential equations governing flexural buckling of a pretwisted bar via the principle of virtual work. Steinman et al. (1995) studied a pretwisted rod in which torsional and flexural effects were decoupled, and both vibration and buckling behavior were described by a pair of fourth-order linear ordinary differential equations. ...

Reference:

Nonlinear Finite-Element Analysis of Buckling Capacity of Pretwisted Steel Bars
Free Vibrations of Curved and Twisted Cantilevered Thin Plates (Analytical and Experimetal Results)
  • Citing Article
  • January 1994

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

... Among some analyses which consider large non-linear pretwist of plates and helicoidal shells with and without side-force are Reissner (1954, 1959), Maunder and Reissner (1957), Knowles and Reissner (1959), OÕMathuna (1963), Wan (1967, 1968, 1969a,b, 1970, 1990), Reissner and Wan (1968), Mallett and Wan (1971, 1973) analyzing the axial extension, torsion, rotationally symmetric shearing, bending and spirally sinusoidal stress distribution . Besides, Walker (1978) considered the vibration of fan blades, Tsuiji et al. (1994a,b) presented formulation for free vibration of curved, pretwisted thin plates using a non-orthogonal coordinate system and Mockensturm and Mote (2001) analyzed the response of twisted plates with fixed support separation . Although significant solutions were presented for helicoidal structures with large angle of pretwist, no solutions are available for bending of such structures in the presence of an external lateral surface loading. ...

Free Vibrations of Curved and Twisted Thin Plates : Fundamental Theory
  • Citing Article
  • January 1994

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

... Leissa et al [11] studied cylindrical shells with chamber and twist on the shallow shell theory by Ritz method. Recently Tsuji et al [12] studied rotating thin twisted plates by the Rayleigh Ritz method.Hu and Tsuji [13] studied the rotating thin cylindrical panels with twist on general shell theory. Lo [14] in his analysis simplified the nonlinear problem by assuming the blade to be rigid everywhere except at the root presented the solution in phase plane. ...

Free Vibration Analysis of Rotating Thin Twisted Plates.
  • Citing Article
  • December 1995

Nippon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C

... Sinha and Turner [20] presented an analytical dynamic model for the rotational twisted plates with the thin shell theory. Hu et al. [21,22] studied the vibration behaviors of the rotational twisted cylindrical and conical shells. They employed the algebraic polynomials functions as trial functions in the Rayleigh-Ritz method. ...

Free vibration analysis of rotating twisted cylindrical thin panels
  • Citing Article
  • April 1999

Journal of Sound and Vibration

... The rectangular cross section is characterized by the width b1 and the height h1, and the pre-twist center P1 coincides with the geometrical center C1. The physical properties of the arc profile cross sections are taken from widely investigated twisted cylindrical panels [31]. These dimensions give shell configurations with the same width b2 and thickness h2, and the pre-twist center P2 is located at the center of the middle arc chord. ...

Free vibration analysis of curved and twisted cylindrical thin panels
  • Citing Article
  • January 1999

Journal of Sound and Vibration

... Based on the classical shell theory (CST), Zhong et al. [3] proposed a new exact solution to analyze free vibration of cross-ply laminated composite cylindrical shells. Hu et al. [4] studied vibration frequency of a laminated cylindrical thin panel with the Rayleigh-Ritz method, which combined the principle of virtual work with the displacement function of two-dimensional algebraic polynomials, the vibration control equations of laminated cylindrical thin plates with torsion and curvature are established. Based on the first order shear deformation theory, Qu et al. [5] proposed a unified formulation for vibration analysis of composite laminated shell considered both the effects of shear distortion and rotary inertia. ...

Vibration analysis of laminated cylindrical thin panels with twist and curvature
  • Citing Article
  • April 2001

International Journal of Solids and Structures

... It is observed from the literature that most of works have dealt the linear bending and vibration behaviour of cantilever isotropic and orthotropic un-twisted plates having variable thickness, however vibration analysis of twisted cantilever plates and panels with variable thickness is limited. Tsuiji et al. [30] studied analytically and experimentally the vibration characteristics of twisted cantilevered thin plates having linear thickness variation in two directions. The numerical procedure based on the Rayleigh-Ritz method was presented using algebraic polynomials as displacement functions. ...

Free Vibrations of Twisted Cantilevered Thin Plates Having Thickness Varying in Two Directions
  • Citing Article
  • September 1995

JSME international journal Ser C Dynamics control robotics design and manufacturing

... Furthermore, shell models are gradually used to study the blades. Rao and Gupta [27], Tsuiji and Sueoka [28] employed shell models to investigate rotating pretwisted blades. Based on the Green strain tensor, Hu et al. [29][30][31][32] examined free vibrations of cylindrical panels and helicoidal shells by means of the Rayleigh-Ritz method. ...

Vibration Analysis of Twisted Thin Cylindrical Panels by Using the Rayleigh-Ritz Method
  • Citing Article
  • January 1990

JSME international journal Ser 3 Vibration control engineering engineering for industry

... The warping-restraint effect is due to the contribution of boundary solutions. If the decay lengths of some boundary warping functions of a composite beam are long, the assumption of unrestrained warping used in St. Venant's principle may result in erroneous predictions of deformations if the beam's end cross-sections are restrained from free out-of-plane and/or in-plane warping deformations [14][15][16]. Moreover, if the load distributions over end cross-sections are not the same as those of the corresponding central solutions, serious errors may exist if only central solutions are used in analysis. ...

Free Vibrations of Thin-walled Pretwisted Beams under Axial Loading : 1st Report, Governing Equations of Motion
  • Citing Article
  • May 1985

Bulletin of the JSME