By Chia-Shung Yih
This hugely acclaimed sequence presents survey articles at the current kingdom and destiny course of study in vital branches of utilized mechanics
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Extra resources for Advances in Applied Mechanics, Vol. 12
86) This integral is definable if any of the following sets of conditions is satisfied across the interelement boundary : a. continuity of w and w,, , b. continuity of w and m u , c. continuity of m, and mu,,. 87) where I , are defined differently under the following continuity conditions across the interelement boundary: a. , are continuous I , = 0. 88) b. , exists. Theodore H . H . Pian and Pin Tong 30 c. , are discontinuous while m , , m , , and the normal derivative of mv are continuous In = - J,, [m,w,, + m,w,, + w(m,,,+ m,,,)]ds.
The finite element models, other than the compatible model, therefore have been applied almost exclusively to plate and shell problems for which it is difficult to construct a completely compatible interpolation function. , 1972). Historically, in the development of the finite element analyses, the matrix displacement method was adopted because its resulting symmetric positive definite matrix is, in general, well conditioned and can be easily handled by the digital computers. Thus, the existing general purpose computer programs for the analysis of solid continua are based almost inclusively on the matrix displacement scheme.
Phys. 39,258-268. , SCHULTZ, M. , and VARGA, R. S. (1968). Piecewise Hermite interpolation in one and two variables with applications to partial differential equations. Numer. Math. 11, 232-256. CLOUGH,R. W. (1960). T h e finite element method in plane stress analysis. Proc. Amer. Civil Eng. 87, 345-378. CLOUGH, R. , and TOCHER, J. L. (1966). Finite element stiffness matrices for analysis of plate bending. Proc. Conf. Matrix Methods Struct. , lst, 1965 AFFDL-TR66-80, pp. 515-546. R. (1943). Variational methods for the solution of problems of equilibrium and COURANT, 49, 1-23.
Advances in Applied Mechanics, Vol. 12 by Chia-Shung Yih