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FIGURE 8.14
Displacement pattern of the plate with phase strain in
Example 8.6.
References
Brush, D.O. and Almroth, B.O., 1975,
Buckling of Bars, Plates, and Shells
, McGraw-Hill, New York.
Bushnell, D., 1973, Finite difference energy models versus finite element models: Two varia-
tional approaches in one computer program, in Fenves, S.J., Perrone, N., Robinson J. and
Schnobrich, W.C.
(
Eds.)
Numerical and Computer Methods in Structural Mechanics
, Academic
Press, New York.
Bushnell, D. and Almroth, B.O., 1971, Finite difference energy method for non-linear shell structures,
J. Comput. Struct.
, Vol. 1, pp. 361-387.
Griffin, D.S. and Kellogg, R.B., 1967, A numerical solution for axially symmetrical and plane elasticity
problems,
Int. J. Solids Struct.
, Vol. 3, pp. 781-794.
Griffin, D.S. and Varga, R.S., 1963, Numerical solution of plane elasticity problems,
J. Soc. Indust. Appl.
Math.
, Vol. 11, pp. 1046-1060.
Miller, R.E., Jan. 1979, Finite difference formulas for two-point boundary value problems,
Dept. of
Theoretical and Applied Mechanics, T & A.M., Report No. 431
, University of Illinois, Urbana.
Noor, A.K. and Schnobrich, W.C., 1973, On improved finite difference discretization procedures,
Variational Methods in Engineering
, Vol. II, Southampton University Press, Southampton.
Noor, A.K., Stephens, W.B. and Fulton, R.E., 1973, An improved numerical process for solution of
solid mechanics problems,
J. Comput. Struct.
, Vol. 3, pp. 1397-1437.
Pian, T.H.H., 1971,
Variational formulations of numerical methods in solids continua
, Study No. 5,
University of Waterloo, Ontario.
Zurm uhl, R., 1957, Behandlung der Plattenaufgabe nach dem verbesserten Differenzenverfahren,
ZAMM
, Vol. 37, pp. 1-16.
Problems
8.1 Use finite difference approximations to solve the problem
d
2
u
dx
2
+
u
=
0
,
u
(
0
)
=
1
,u
(
1
)
=
0
Compare your results with the exact solution.
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