Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/66313
Title: Three-slab model for concrete pavements
Authors: Shi, X.P.
Fwa, T.F. 
Tan, S.A. 
Issue Date: 1999
Source: Shi, X.P.,Fwa, T.F.,Tan, S.A. (1999). Three-slab model for concrete pavements. Journal of Transportation Engineering 125 (5) : 449-455. ScholarBank@NUS Repository.
Abstract: This paper derives an analytical solution for a three-slab system resting on a Pasternak foundation. Joint transfer between slabs is considered in the analysis. The basic equations are based on Reissner's thick-plate theory, and modified to include the Pasternak foundation model. The transverse shear deformation in the slabs and the transverse connection in the foundation are considered in the three-thick-plate model. The solution of the three-thick-plate system are arrived at by considering the solutions of three elemental plates, one with four "guided support" edges and two with two "guided support" edges and two free edges. For each slab of the three-slab system, its solution is obtained by superposing the solutions of appropriate elemental plates. The central slab can be represented by superposing three elemental thick plates, while the two-edge slabs by four-elemental-thick plates each. The derived solutions were verified using numerical examples against solutions by finite-element methods.
Source Title: Journal of Transportation Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/66313
ISSN: 0733947X
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

13
checked on Feb 23, 2018

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.