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contributor authorW. A. Elsaigh
contributor authorE. P. Kearsley
contributor authorJ. M. Robberts
date accessioned2017-05-08T22:02:01Z
date available2017-05-08T22:02:01Z
date copyrightDecember 2011
date issued2011
identifier other%28asce%29te%2E1943-5436%2E0000365.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69328
description abstractSteel-fiber reinforced concrete (SFRC) brings favorable properties to concrete pavements. The use of the material is limited by the lack of an appropriate analysis method. This paper is the second in a series of two aimed at providing a modeling approach, which can be used to model the behavior of SFRC concrete and SFRC ground slabs. In this paper, a finite-element model, capable of simulating the nonlinear behavior of the SFRC slab, is proposed and compared with the slab’s experimental response. An approximate model describing the behavior of the support layers is developed using results from a plate-bearing test. The same support model is adopted for the analysis of the combined structure of the slab and the support. The material model developed and tested in the first paper, for the SFRC containing
publisherAmerican Society of Civil Engineers
titleModeling the Behavior of Steel-Fiber Reinforced Concrete Ground Slabs. II: Development of Slab Model
typeJournal Paper
journal volume137
journal issue12
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000321
treeJournal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 012
contenttypeFulltext


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