Simplified Nonlinear Temperature Curling Analysis for Jointed Concrete Pavements
Publication: Journal of Transportation Engineering
Volume 136, Issue 7
Abstract
The assumption of a linear temperature change through the slab depth has been overwhelmingly used in pavement analysis since Westergaard proposed a curling solution for rigid pavements. However, the actual temperature profiles through the slab thickness are primarily nonlinear. These nonlinear temperature profiles produce stresses that can be divided into three components: a uniform temperature stress, an equivalent linear curling stress, and a nonlinear self-equilibrating stress. It is the self-equilibrating stress component that often goes unaccounted for in concrete pavement stress prediction and can significantly affect the tensile stress magnitude and critical location. This paper presents a solution for a piecewise method and proposes a simplified method termed NOLA, or nonlinear area, that easily captures the effect of temperature nonlinearity on rigid pavement responses. The proposed NOLA method enables the use of a three-dimensional temperature frequency distribution that allows simple postprocessing of rigid pavement curling stress solutions derived from a linear temperature assumption. The impact of accounting for self-equilibrating stresses in terms of projected fatigue damage levels and critical cracking locations is also explored using a mechanistic-based rigid pavement analysis program called RadiCAL.
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Acknowledgments
The research presented herein was conducted under a grant from the University of California Pavement Research Center and the support of the California Department of Transportation. Financial assistance was also provided through the FHWA Eisenhower Transportation Fellowship program, the Illinois Department of Transportation through the Illinois Center of Transportation and the Illinois Chapter of the American Concrete Pavement Association. The financial assistance received from all sources is greatly appreciated.
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© 2010 ASCE.
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Received: Jan 20, 2009
Accepted: Nov 2, 2009
Published online: Nov 9, 2009
Published in print: Jul 2010
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