Engineering studies on joint bar integrity, part II : finite element analysis
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2014-04-02
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Alternative Title:Proceedings of the 2014 Joint Rail Conference, April 2-4, 2014, Colorado Springs, CO.
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Abstract:This paper is the second in a two-part series describing ; research sponsored by the Federal Railroad Administration ; (FRA) to study the structural integrity of joint bars. In Part I, ; observations from field surveys of joint bar inspections ; conducted on revenue service track were presented 1. In this ; paper, finite element analyses are described to examine the ; structural performance of rail joints under various loading and ; tie-ballast support conditions. The primary purpose of these ; analyses is to help interpret and understand the observations ; from the field surveys. ; Moreover, the finite element analyses described in this ; paper are applied to conduct comparative studies and to assess ; the relative effect of various factors on the structural response ; of jointed rail to applied loads. Such factors include: discrete ; tie support (i.e. supported joint versus suspended joint with ; varying spans between effective ties), bolt pattern (four versus ; six bolts), initial bolt tension, and easement. In addition, results ; are shown for 90 lb rail joined with long-toe angle bars ; compared to 136 lb rail joined with standard short-toe joint ; bars.
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