Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Yos Sompornjaroensuk"'
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 30, Iss 6, Pp 767-774 (2008)
The objectives of this paper are to analyze the bending behaviors of unilaterally simply supported square plate subjected to the uniformly distributed load, and to examine the extent of receding contacts between the plate and the unilateral supports.
Externí odkaz:
https://doaj.org/article/1301aa92b7724f6b8fb90500453c864d
Publikováno v:
Songklanakarin Journal of Science and Technology (SJST), Vol 30, Iss 1, Pp 101-107 (2008)
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 th
Externí odkaz:
https://doaj.org/article/4b14303585ce4db2a55e44f17041c77f
Publikováno v:
Applied Mathematical Sciences. 9:1697-1719
Three types of both accurate approximate and analytical solution methods, namely, the Rayleigh-Ritz method, the superposition method, and the integral transform method, that have been used with considerable success to solve many problems of plate hav
Publikováno v:
Advanced Studies in Theoretical Physics. 9:395-410
Publikováno v:
Advanced Studies in Theoretical Physics. 9:47-55
Publikováno v:
Applied Mathematical Sciences. 7:2103-2120
Application of finite Hankel integral transforms to the problem of a uniformly loaded unilaterally supported rectangular thin plates, the solution of partial differential equation can then be reduced to two coupled Fredholm integral equations of the
Publikováno v:
Advanced Studies in Theoretical Physics. 7:423-446
A particular singular problem in the class of plane linear elasticity theory that plays an important role in the development of linear elastic fracture mechanics (LEFM) is reviewed and mathematically studied. The specific problem is started with cons
Publikováno v:
International Journal of Mathematical Analysis. 7:1301-1316
Publikováno v:
Applied Mathematical Sciences. 7:1213-1222
The objective of this paper is to examine the order of singularity at the points of discontinuity between simple support and free edge for a square plate case. The plate, without anchoring the corners, is partially simply supported along the central
Publikováno v:
International Journal of Computational Methods. :1-21
Two cases of a rectangular plate having moment singularities at the ends of a partial internal line support are analytically investigated. The bending of the plate by uniform loading is formulated in terms of dual-series equations. Application of the