Chapter
Apr 26, 2012
The Analysis of Dowel and Tie Bars Effects on Curling Up in Concrete Pavement Slabs
Authors: Xinkai Li [email protected], Songlin Ma [email protected], and Xiangshen Hou [email protected]Author Affiliations
Publication: ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Abstract
The effects of dowels and tie bars on curling in concrete pavement slabs is still not clear in design. Therefore, a 3D finite element model (FEM) of the multi-slabs resting on elastic foundations is developed to investigate this effects, and the design plan of dowels and tie bars in FEM are determined according to cement concrete pavement design specification in China, and in FEM beam element is employed to simulate the dowels and tie bars. From the calculated results, the tie bars effects on slab curling is little, and dowels effects is very obvious at slab joints where the stress will increase and curling up will decrease, but for the whole slab the effects of dowels is not obvious.
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ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Pages: 1 - 6
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
School of Tranportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, City, Harbin, P.R. China. E-mail: [email protected]
School of Tranportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, City, Harbin, P.R. China. E-mail: [email protected]
School of Tranportation Science and Engineering, Harbin Institute of Technology, P.O. Box 150090, City, Harbin, P.R. China. E-mail: [email protected]
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