Journal
JOURNAL OF TESTING AND EVALUATION
Volume 49, Issue 4, Pages 2942-2963Publisher
AMER SOC TESTING MATERIALS
DOI: 10.1520/JTE20190209
Keywords
pavement; noise; vibration; cracks; Extended Finite Element Model; acoustic signature; structural health monitoring
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Traffic-induced vibrations and noise have significant effects on the livability and structural integrity of the built environment. Despite a lack of studies linking the propagation of vibrations into road pavements and the related acoustic response to assess structural health, this study successfully models these phenomena using a Finite Element Method (FEM) analysis and an Extended Finite Element Model (EXFEM) to predict the effects of cracks on road acoustic signature over time. Preliminary results show that the EXFEM model can effectively reproduce measured signals and forecast the impact of different types of cracks on vibration propagation in road pavements.
Traffic produces vibrations and noise that affect the livability and structural integrity of the built environment. Despite the fact that many studies focused on traffic-induced vibrations and noise, there is a lack of studies linking the vibrations propagating into the road pavement and the related acoustic response (or acoustic signature) as a means to assess the structural health status. Indeed, monitoring this response can lead to an estimation of the road layer structural condition and an identification of cracks that occurred because of the traffic. Consequently, the objectives of this study are to (i) model the involved phenomena through a Finite Element Method (FEM) analysis; (ii) compare data and simulations; and (iii) set up an Extended Finite Element Model (EXFEM) that is able to forecast the change of the road acoustic signature over time because of the presence of occurred cracks. Loads and sound-related phenomena (generation, transmission, interaction with cracks) were simulated through an EXFEM software. In addition, in order to estimate the effectiveness of the study, the aforementioned simulations were compared with real data gathered from a Dense Graded Friction Course road pavement in different and controlled structural conditions through a specially designed, microphone-based electronic system. Even if further studies are needed to better fix the measurement chain and better carry out the FEM analyses, preliminary results show that the EXFEM model is able to reproduce, with good approximation, the measured signals and that this model can be used to forecast the effects of different types of cracks on the propagation of vibration into road pavements.
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