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Meccanica
Erschienen in: Meccanica 10/2013

01.12.2013

Elastic stability of all edges clamped stepped and stiffened rectangular plate under uni-axial, bi-axial and shearing forces

verfasst von: A. John Wilson, S. Rajasekaran

Erschienen in: Meccanica | Ausgabe 10/2013

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Abstract

The stability of clamped stepped and stiffened rectangular plate subjected to in-plane forces is examined. The plate is divided into 900 rectangular meshes and the partial derivatives are approximated using central difference formula. Altogether 841 equations of equilibrium and 248 equations representing boundary conditions are formed, finally leading to the solution of eigenvalue problem. The buckling coefficients are calculated for various types of stepped plates and the results are presented in tables for ready use by designers. The results are compared with the published results and they are in close agreement.
Nächster Artikel Free vibration of a FGPM circular plate placed in a uniform magnetic field

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Metadaten
Titel
Elastic stability of all edges clamped stepped and stiffened rectangular plate under uni-axial, bi-axial and shearing forces
verfasst von
A. John Wilson
S. Rajasekaran
Publikationsdatum
01.12.2013
Verlag
Springer Netherlands
Erschienen in
Meccanica / Ausgabe 10/2013
Print ISSN: 0025-6455
Elektronische ISSN: 1572-9648
DOI
https://doi.org/10.1007/s11012-013-9751-6

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