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