This article presents a numerical formulation and the experimental validation of the dynamic interaction between highly nonlinear solitary waves generated along a mono-periodic array of spherical particles and rails in a point contact with the array. A general finite element model of rails was developed and coupled to a discrete particle model able to predict the propagation of the solitary waves along a L-shaped array located perpendicular and in contact with the web of the rail. The models were validated experimentally by testing a 0.9-m long and a 2.4-m long rail segments subjected to compressive load. The scope of the study was the development of a new nondestructive evaluation technique able to estimate the stress in continuous welded rails and eventually to infer the temperature at which the longitudinal stress in the rail is zero. The numerical findings presented in this article demonstrate that certain features, such as the amplitude and time of flight, of the solitary waves are affected by the axial stress. The experimental results validated the numerical predictions and warrant the validation of the nondestructive evaluation system against real rails.
Numerical Analysis and Experimental Validation of an Nondestructive Evaluation Method to Measure Stress in Rails
Manuscript received February 24, 2019; final manuscript received June 1, 2019; published online June 19, 2019. Assoc. Editor: Francesco Lanza di Scalea.
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Nasrollahi, A., and Rizzo, P. (June 19, 2019). "Numerical Analysis and Experimental Validation of an Nondestructive Evaluation Method to Measure Stress in Rails." ASME. ASME J Nondestructive Evaluation. August 2019; 2(3): 031002. https://doi.org/10.1115/1.4043949
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