Abstract
This chapter is concerned, above all, with approximations on Ω × [0,T] having a strong mechanics content that are introduced to solve the global step in the method of large time increments (Principle P3). The linear global step is, even for sophisticated models of behavior, by far the costliest. For small-disturbance static problems, the approximation used at each iteration is an extension of the “radial loading” approximation, which works remarkably well in a number of plastic and viscoplastic problems. This consists of approximating a function defined on Ω × [0,T] by a sum of products, each product being formed by a scalar function of the time variable multiplied by a function of the space variable. A sum of n products defines an approximation of order n. This nonclassical mode of approximation is studied as such in this chapter, where the best approximation to order n is characterized and some general convergence properties are given. The numerical treatment of different steps is also detailed. The discretizations used here in space as well as in time are classical.
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© 1999 Springer Science+Business Media New York
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Ladevèze, P. (1999). A “Mechanics” Approximation and Numerical Implementation. In: Nonlinear Computational Structural Mechanics. Mechanical Engineering Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4612-1432-8_6
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DOI: https://doi.org/10.1007/978-1-4612-1432-8_6
Publisher Name: Springer, New York, NY
Print ISBN: 978-1-4612-7141-3
Online ISBN: 978-1-4612-1432-8
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