Descripción
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This paper presents a simplified finite element (FE) methodology for solving accurately beam models with (Timoshenko) and without (Bernoulli-Euler) shear deformation. Special emphasis is made on showing how it is possible to obtain the exact solution on the nodes and a good accuracy inside the element. The proposed simplifying concept, denominated as the equivalent distributed load (EDL) of any order, is based on the use of Legendre orthogonal polynomials to approximate the original or acting load for computing the results between the nodes. | |
Internacional
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Si |
Nombre congreso
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FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING |
Tipo de participación
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960 |
Lugar del congreso
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Cagliari, Sardinia, Italy |
Revisores
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Si |
ISBN o ISSN
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ISSN 1759-3433 |
DOI
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doi:10.4203/ccp.102.209 |
Fecha inicio congreso
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03/09/2013 |
Fecha fin congreso
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06/09/2013 |
Desde la página
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209 |
Hasta la página
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209 |
Título de las actas
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"Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, |