While many advances were made in the analysis of composite structures, it is generally recognized that the design of composite structures must be studied further in order to take full advantage of the mechanical properties of these materials. This study is concerned with maximizing the fundamental natural frequency of triangular, symmetrically laminated composite plates. The natural frequencies and mode shapes of composite plates of general triangular planform are determined using the Rayleigh-Ritz method. The plate constitutive equations are written in terms of stiffness invariants and nondimensional lamination parameters. Point supports are introduced in the formulation using the method of Lagrange multipliers. This formulation allows studying the free vibration of a wide range of triangular composite plates with any support condition along the edges and point supports. The boundary conditions are enforced at a number of points along the boundary. The effects of geometry, material properties and lamination on the natural frequencies of the plate are investigated. With this stiffness invariant formulation, the effects of lamination are described by a finite number of parameters regardless of the number of plies in the laminate. We then determine the lay-up that will maximize the fundamental natural frequency of the plate. It is shown that the optimum design is relatively insensitive to the material properties for the commonly used material systems. Results are presented for several cases.

1.
Ahston, J. E., and Whitney, J. M., 1970, Theory of Laminated Plates, Technomic Publ. Co.
2.
Bathe, K. J., 1982, Finite Element Procedures in Engineering Analysis, Prentice Hall.
3.
Bhat
R. B.
,
1987
, “
Flexural Vibration of Polygonal Plates Using Characteristic Orthogonal Polynomials in Two Variables
,”
J. Sound and Vibration
, Vol.
114
, No.
l
, pp.
65
71
.
4.
Fukunaga, H., 1986, “Sriffness and/or Strength Optimization of Laminated Composites,” Composites ’86: Recent Advances in Japan and the United States, K. Kawata, S. Umekawa and A. Kobayashi, eds., Proc. Japan-US CCM-III, Tokyo, pp. 655–662.
5.
Fukunaga
H.
, and
Chou
T. W.
,
1988
, “
On Laminate Configurations for Simultaneous Failure
,”
J. Composite Materials
, Vol.
22
, pp.
271
286
.
6.
Fukunaga
H.
,
1990
, “
On Isotropic Laminate Configurations
,”
J. Composite Materials
, Vol.
24
, pp.
519
535
.
7.
Fukunaga
H.
, and
Vanderplaats
G. N.
,
1991
, “
Stiffness Optimization of Ortho-tropic Laminated Composites Using Lamination Parameters
,”
AIAA J.
, Vol.
29
, No.
4
, pp.
641
646
.
8.
Gorman
D. J.
,
1986
, “
Free Vibration Analysis of Right Triangular Plates with Combinations of Clamped-Simply Supported Boundary Conditions
,”
J. Sound Vibration
, Vol.
106
, No.
3
, pp.
419
431
.
9.
Gorman
D. J.
,
1989
, “
Accurate Analytical Solution for Free Vibration of the Simply Supported Triangular Plate
,”
AIAA J.
, Vol.
27
, No.
5
, pp.
647
651
.
10.
Gorman
D. J.
,
1989
, “
Accurate Free Vibration Analysis of Right Triangular Plates with One Free Edge
,”
J. Sound and Vibration
, Vol.
131
, No.
1
, pp.
115
125
.
11.
Kim
C. S.
, and
Dickinson
S. M.
,
1992
, “
The Free Flexural Vibration of Isotropic and Orthotropic General Triangular Shaped Plates
,”
J. Sound and Vibration
, Vol.
152
, No.
3
, pp.
383
403
.
12.
Kim
C. S.
, and
Dickinson
S. M.
,
1990
, “
The Free Flexural Vibration of Right Triangular Isotropic and Orthotropic Plates
,”
J. Sound and Vibration
, Vol.
141
, No.
2
, pp.
291
311
.
13.
Kitipornchai
S.
,
Liew
K. M.
,
Xiang
Y.
, and
Wang
C. M.
,
1993
, “
Free Vibration of Isosceles Triangular Mindlin Plates
,”
Int. J. Mech. Sci.
, Vol.
15
, No.
2
, pp.
89
102
.
14.
Lam
K. Y.
,
Liew
K. M.
, and
Chow
S. T.
,
1990
, “
Free Vibration of Isotropic and Orthotropic Triangular Plates
,”
Int. J. Mech. Sci.
, Vol.
32
, No.
5
, pp.
455
464
.
15.
Leissa, A. W., 1969, Vibration of Plates, NASA SP 160.
16.
Leissa
A. W.
,
1977
, “
Recent Research in Plate Vibrations: Classical Theory
,”
The Shock and Vibration Digest
, Vol.
9
, No.
10
, pp.
13
24
.
17.
Leissa
A. W.
,
1981
, “
Plate Vibration Research, 1976–1980: Classical Theory
,”
The Shock and Vibration Digest
, Vol.
13
, No.
9
, pp.
11
22
.
18.
Leissa
A. W.
,
1987
, “
Recent Studies in Plate Vibration: 1976–1980. Part I. Classical Theory
,”
The Shock and Vibration Digest
, Vol.
19
, No.
2
, pp.
11
18
.
19.
Leissa
A. W.
, and
Jaber
N. A.
,
1992
, “
Vibrations of Completely Free Triangular Plates
,”
Int. J. Mech. Sci.
, Vol.
34
, No.
8
, pp.
605
616
.
20.
Liew
K. M.
,
Lam
K. Y.
, and
Chow
S. T.
,
1989
, “
Study on Flexural Vibration of Triangular Composite Plates Influenced by Fibre Orientation
,”
Composite Structures
, Vol.
13
, pp.
123
132
.
21.
Malhotra
S. K.
,
Ganesan
N.
, and
Veluswami
M. A.
,
1989
, “
Vibrations of Orthotropic Triangular Plates
,”
Composite Structures
, Vol.
12
, pp.
17
25
.
22.
Singh
B.
, and
Chakraverty
S.
,
1992
, “
Transverse Vibration of Triangular Plates using Characteristic Orthogonal Polynomials in Two Variables
,”
Int. J. Mech. Sci.
, Vol.
34
, No.
12
, pp.
947
955
.
23.
Vinson, J. R., and Sierakowski, R. L., 1987, The Behavior of Structures Composed of Composite Materials, Kluwer Academic Publishers.
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