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Finite Element Methods Problem 5.9 : the six-step FE approach for a symmetric beam under uniform distributed load /

The six-step finite element approach is employed to solve a six-degree-of-freedom beam bending problem. The beam element is introduced. Symmetry is employed to reduce the total number of degrees of freemdom. A uniform distributed load is involved.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Jones, Simon
Formato: Electrónico Video
Idioma:Inglés
Publicado: New York, N.Y. : McGraw-Hill Education LLC., c2022.
Colección:McGraw-Hill's AccessEngineering.
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Acceso en línea:Texto completo

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