Results 201 to 210 of about 12,185 (265)

Vibration of skew plates

Journal of Sound and Vibration, 1973
The vibration problems of skew plates with different edge conditions involving simple support and clamping have been considered by using the variational method of Ritz, a double series of beam characteristic functions being employed appropriate to the combination of the edge conditions.
Durvasula, S, Nair, PS
openaire   +1 more source

Nonlinear analysis of orthotropic skew plates.

AIAA Journal, 1973
The nonlinear analysis of clamped orthotropic skew plates of constant thickness subjected to a uniformlydistributed transverse load has been presented. The recently developed numerical technique of dynamic relaxation which is specially suited for nonlinear problems has been used in the present analysis. A detailed study of the large deflection behavior
Alwar, R. S., Ramachandra Rao, N.
openaire   +2 more sources

Buckling of simply‐supported skew plates

International Journal for Numerical Methods in Engineering, 1978
AbstractThe difficulties associated with the solution of the skew plate buckling problem are described, and the work of other writers is summarized.By solving a numerical example, the relative advantages of two proposed refinements to the finite element displacement method are demonstrated: A technique of boundary condition relaxation appears justified
Edwardes, R. J., Kabaila, A. P.
openaire   +1 more source

Vibration of continuous skew plates

Earthquake Engineering & Structural Dynamics, 1984
AbstractThis note presents vibration analysis of continuous skew plates with intermediate supports by the Rayleigh‐Ritz method with B‐spline functions.The accuracy of the present method is shown in a few typical cases. The results are compared with existing results based on other numerical methods and found to be in good agreement.Natural frequencies ...
T. Mizusawa, T. Kajita
openaire   +1 more source

Stability of clamped skew plates

Applied Scientific Research, 1972
The stability problems of clamped skew plates are considered with the inplane stresses represented in terms of oblique components. Deflection is expressed in terms of a double series of beam characteristic functions of clamped-clamped beam. Energy method is used to obtain buckling coefficients under individual loadings and for a few cases of combined ...
Prabhu, M. S. S., Durvasula, S.
openaire   +1 more source

Some Studies on Skew Plates

The Aeronautical Journal, 1971
In their earlier paper the first two authors have given a solution to the problem of bending of clamped skew plates. The solution was obtained using the eigenfunctions of a beam. They have shown in their discussion that their results agree with other investigators except Kennedy who has used Galerkin's method. It was surprising to note that though both
K. T. Sundara Raja Iyengar   +2 more
openaire   +1 more source

Buckling of thick skew plates

International Journal for Numerical Methods in Engineering, 1993
AbstractThe paper considers the elastic buckling of thick skew plates. Up to now, very little work has been done on this subject and the paper aspires to fill this gap. Based on the principle of stationary total potential energy and the recently developed pb‐2 Rayleigh‐Ritz method as a solution procedure, buckling solutions for skew plates of various ...
Kitipornchai, S.   +3 more
openaire   +4 more sources

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