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Journal ArticleDOI

Generalization of Plate Finite Elements to Shells

Robert G. Vos
- 01 Apr 1972 - 
- Vol. 98, Iss: 2, pp 385-400
TLDR
In this paper, a technique for finding the finite-element equations (including geometric nonlinearity) for a curved shell using Marguerre's strain-displacement relations is described.
Abstract
A technique is described for finding the finite-element equations (including geometric nonlinearity) for a curved shell using Marguerre’s strain-displacement relations. Both the displacements and the shell geometry are interpolated by arbitrary plate functions. Strain-energy tensors are developed which yield the stiffness equations through application of an energy principle. An automated method for explicitly generating the stiffness terms is presented, and applied to give several third and fifth order triangular elements of nonconstant curvature. Applicability is analyzed for both shallow and deep shells, and numerical results are given for a shallow conoid problem.

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Journal ArticleDOI

Computerized symbolic manipulation in nonlinear finite element analysis

TL;DR: Three tasks which can be efficiently performed using computerized symbolic manipulation are identified: generation of algebraic expressions for the stiffness coefficients of nonlinear finite elements, generation of FORTRAN source code for numerical evaluation of stiffness coefficients, and checking the correctness of the FORTRan statements for the arrays of coefficients.
Journal ArticleDOI

On symbolic manipulation and code generation of a hybrid three-dimensional solid element

TL;DR: In this paper, a symbolic procedure is used to derive the analytical expressions of the component matrices resulting to the closed-form integration of a stiffness matrix of a hybrid finite element, which is then used for coding.
ReportDOI

Computational methods in nuclear reactor structural design for high- temperature applications: an interpretive report.

TL;DR: In this paper, the authors propose a solution to solve the problem of the problem: this paper ] of "uniformity" and "uncertainty" of the solution.