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contributor authorSwati Roy Maitra
contributor authorK. S. Reddy
contributor authorL. S. Ramachandra
date accessioned2017-05-08T22:01:34Z
date available2017-05-08T22:01:34Z
date copyrightNovember 2009
date issued2009
identifier other%28asce%29te%2E1943-5436%2E0000111.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69060
description abstractIn a jointed concrete pavement, the dowel bar system and the aggregate interlock are two mechanisms for transferring wheel loads from one panel to the adjacent panel. The aggregate interlocking load transfer mechanism is effective for narrow joints while the dowel bar system works well for both narrow and wider joints. This paper examines the effects of different parameters on load transfer efficiency of a joint with the help of a three-dimensional finite-element model for the analysis of a dowel-jointed concrete pavement. The model was compared using experimental data available in the literature. The group action of the dowel bar system was also examined and useful relationships have been developed for estimation of the relative load shared by the individual dowel bars. These relationships will be useful in the design and evaluation of dowel jointed concrete pavements.
publisherAmerican Society of Civil Engineers
titleLoad Transfer Characteristics of Dowel Bar System in Jointed Concrete Pavement
typeJournal Paper
journal volume135
journal issue11
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000065
treeJournal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 011
contenttypeFulltext


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