2008
DOI: 10.1080/17797179.2008.9737353
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Méthode asymptotique numérique

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Cited by 79 publications
(168 citation statements)
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“…In the case of thin elastic shell equilibrium equations, the unknowns are U = (u, S) and λ; u is the displacement and S is the second Piola Kirchhoff stress tensor and λ is the load parameter. In this paper, we limit ourselves to the quadratic framework (2.1), more difficult problems can be found in [2]. The ANM has proved to be an efficient method to compute solution path of (2.1).…”
Section: Local Parameterizations In the Anmmentioning
confidence: 99%
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“…In the case of thin elastic shell equilibrium equations, the unknowns are U = (u, S) and λ; u is the displacement and S is the second Piola Kirchhoff stress tensor and λ is the load parameter. In this paper, we limit ourselves to the quadratic framework (2.1), more difficult problems can be found in [2]. The ANM has proved to be an efficient method to compute solution path of (2.1).…”
Section: Local Parameterizations In the Anmmentioning
confidence: 99%
“…Using the evaluation of the series at the end of the interval of validity, we obtain a new starting point and we define, in this way, the ANM continuation procedure. This continuation method, based on ANM, has proved to be an efficient method to compute solution of non-linear partial differential equations [2]. The step lengths depend on the definition of the path parameter.…”
Section: Introductionmentioning
confidence: 99%
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