Free Contact between Plate and Sagged Support under Uniformly Distributed Load
Main Article Content
Abstract
This paper deals with the advancing contact between a rectangular plate simply supported on the two opposite edges and free on the others and an internal line sagged located along the center under uniformly distributed load. The finite Hankel transform method is used and the correct singularity is introduced at the tips of contact. The problem is formulated as dual series equations and reduced to an inhomogeneous Fredholm integral equation of the second kind in term of an unknown auxiliary function which can be solved numerically by using Simpson’s rule. The deflection, bending moment, and support reaction of the plate are expressed in the analytical form and presented graphically.
Keywords: Advancing Contact, Fredholm Integral Equation, Hankel Transform, Rectangular Plate, Analytical Solution, Singularity
Corresponding author: E-mail: ikraomol@kmutt.ac.th
Article Details
Copyright Agreement Statement
The corresponding author has to submit Copyright Agreement form after the article is accepted for publication in order to warrant that this contribution is original and that he/she has full power to make this grant. The author signs for and accepts responsibility for releasing this material on behalf of any and all co-authors.
The author(s) grant Current Applied Science and Technology a non-exclusive, irrevocable, royalty-free license to publish, reproduce, distribute, and archive the article in print and electronic form with effect if and when the article is accepted for publication. In the event that the article is withdrawn prior to acceptance or is declined, this agreement shall have no effect, and no party shall be bound by it.
The author(s) retain copyright of this article, including but not limited to the right to reproduce and distribute the article, to include it in a thesis or book, and to post it on an institutional or personal repository, provided that the original publication in Current Applied Science and Technology is properly cited.
References
[2] Dempsey, J.P., Keer, L.M., Patel, N.B. and Glasser, M.L. 1984 Contact Between Plates and Unilateral Supports. Journal of Applied Mechanics, 51, 324-328.
[3] Dempsey, J.P. and Li, H. 1986 Rectangular Plates on Unilateral Edge Supports: Part 1-Theory and Numerical Analysis. Journal of Applied Mechanics, 53, 146-150.
[4] Salamon, N.J., Pawlak, T.P. and Mahmoud, F.F. 1986 Plates in Unilateral Contact With Simple Supports: Pressure Loading. Journal of Applied Mechanics, 53, 141-145.
[5] Hu, C. and Hartley. G.A. 1993 Boundary Elements Analysis of Thin Plates Unilaterally Edge Supported. Engineering Analysis with Boundary Elements, 12, 47-55.
[6] Dundurs, J., Kiattikomol, K. and Keer, L.M. 1974 Contact Between Plates and Sagged Supports. Journal of the Engineering Mechanics Division, 100(EM2), 445-456.
[7] Timoshenko, S.P. and Woinowsky-Krieger, S. 1959 Theory of Plates and Shells. 2 nd Edition. Singapore, McGraw-Hill.
[8] Stahl, B. and Keer, L.M. 1972 Vibration and Buckling of a Rectangular Plate with an Internal Support, Quarterly Journal of Mechanics and Applied Mathematics, 25, 467-478.