Bending behaviors of simply supported rectangular plates with an internal line sagged and unsagged supports

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Publication Details

Author listSompornjaroensuk Y., Kiattikomol K.

PublisherPrince of Songkla University

Publication year2008

JournalSongklanakarin Journal of Science and Technology (SJST) (0125-3395)

Volume number30

Issue number1

Start page101

End page107

Number of pages7

ISSN0125-3395

URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-42949173940&partnerID=40&md5=a842a9c9936aad5519fb8c455e787ba9

LanguagesEnglish-Great Britain (EN-GB)


Abstract

This research work deals with the application of dual series equations to the problems of simply supported rectangular plate with an internal line support under uniformly distributed load. Two different types of problem are considered depending on the nature of singularities that allowed in the fields, The first is the plate having an internal line unsagged support that the moment singularity is assumed at the tip of internal line support. The second involves the advancing contact problem between the plate and the internal line sagged support in which the shear singularity exhibits at the tip of contact. However, both types of singularity are in the order of an inverse square root. By choosing the proper finite Hankel transform, the dual series can be converted to the inhomogeneous Fredholm integral equation. This equation, with a numerical technique, is then reduced to a set of simultaneous equations suitable for numerical solution. The physical quan-tities of the plates and the extent of contact related to the level of loading in the case of free contact are provided in the present work.


Keywords

Advancing contactDual series equationsPlate bendingSingularity


Last updated on 2022-06-01 at 15:28