Error identification in individual finite elements: A path to the integration of continuum and computational mechanics

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dc.contributor.authorDow, John O.
dc.contributor.authorMohamed, Osama
dc.date.accessioned2024-10-01T07:34:29Z
dc.date.available2024-10-01T07:34:29Z
dc.date.issued2002-04-25
dc.descriptionIn a 1983, a notation was developed that allowed equivalent continuum parameters to be extracted from skeletal structures.
dc.description.abstractA procedure for extracting equivalent continuum parameters, i.e., (EI)equiv, from skeletal structures has been extended. This procedure which exploits a direct symbolic relationship between the approximation polynomials used in computational mechanics and the equations of continuum mechanics has been used to unify and improve the finite element and finite difference methods. This, in turn, allowed error measures to be put on a solid theoretical foundation and has led to the development of new methods of error identification. Keywords: Integration, Continuum, Computational Mechanics, Elements
dc.identifier.citationDow, J., & Mohamed, O. (2002). Error identification in individual finite elements: a path to the integration of continuum and computational mechanics. In 43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference (p. 1216).
dc.identifier.doihttps://doi.org/10.2514/6.2002-1216
dc.identifier.urihttps://repository.adu.ac.ae/handle/1/6570
dc.language.isoen
dc.publisherAmerican Inst. Aeronautics and Astronautics Inc.
dc.titleError identification in individual finite elements: A path to the integration of continuum and computational mechanics
dc.typeConference paper

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