Numerical Evaluation of Key Performance of Railroad Concrete CrosstiesIn recent years, concrete rail ties have received additional scrutiny with respect to their design criteria, manufacturing processes, in track performance and failure modes, owing to a number of railway track deterioration/failure events resulting from premature concrete tie failure. This paper employs a finite element analysis (FEA) framework to examine the key performance of pretensioned concrete crossties, including the pretension-released surface strain profile/transfer length, splitting/bursting propensity due to prestress transfer, and flexural loading and displacement capacities in rail seat positive and center negative bending modes.
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