Exact analytical solutions for bending of rectangular plates with a partial internal line support View Full Text


Ontology type: schema:ScholarlyArticle     


Article Info

DATE

2008-11

AUTHORS

Yos Sompornjaroensuk, Kraiwood Kiattikomol

ABSTRACT

This paper studies the behavior of uniformly loaded rectangular thin plates with a partial internal line support. The highlight of the problem is that the analytical formulation explicitly considers the moment singularities that occur at the tips of partial internal line supports. The proper finite Hankel transform is used to transform a pair of dual-series equations obtained from the mixed conditions along the partial internal line support to a single Fredholm integral equation. Numerical results concerning deflection, bending moment, resultant forces, and bending-stress intensity factors are given for a square plate. Some results are also compared with the case of a square plate without partial internal line support. More... »

PAGES

261-276

Journal

TITLE

Journal of Engineering Mathematics

ISSUE

3

VOLUME

62

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s10665-007-9207-x

DOI

http://dx.doi.org/10.1007/s10665-007-9207-x

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1034610253


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